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Plans D New Commercial - , • p. ID A. BISSETT S 13 E C lail R U 1%11 I:) E V E I () I:3 I%/1 E , � � 2:23 : 1... 1. 0 / , i/ • �J•R � •� •REGON 14 o �O RECEIVED JUN 2 E: 0 V CIJUN 2 7GA 3 a OFFICESBON F-- a- V cd I. -a 7080 SW BEVELAND STREET . . CC Q � > CIZS Q —cm rNeN TIGARD • OREGON 97223 F— o f'V LLJ DEFERRED fire rire At m >, *thanked OMR" CC Plumb* wow* cm BUILDING # 1 ONLY Electrical M Other 411•11101. True EnB + M 114:C 0 Q al N P?;4' C.0-4.t ct c MATERIALS PROJECT TEAM VICINITY MAP INDEX OF SHEETS D B A NO. DESCRIPTION -� li—iii—iii—iii— \\� 1=111=111=111=11 EARN WOOD °''"''G DAVID BISSETT ARCHITECT, PC `\ , ,i_ z =111=111=111=111= ( THROUGH MEMBER ) 10940 SW BARNES RD., #10I \ � Cs COVER SHEET . . ... SAND /MORTAR WOOD BLOCKING PORTLAND, OR 97225 � �\. ' \ � PLANS A11 SITE PLAN . .. : _ . ... ... T � �\ . ��az �� �_>> ``'� ��� A21 BUILDING *1 :... . : . PLASTER ( INTERRUPTED MEMBER ) 503.341.4445 davidb @dbaarch.com \ z;:;. ;\\.. >,. : 4 ° /����///���W OWNER/DEVELOPER: �� , . BUILDING ELEVATIONS f—, kiapi, A3.1 L E I CONCRETE PLllU00D �. • a ` \\ A41 BUILDING SECTIONS 4 DETAILS 4 a A5.1 SCHEDUALS 4 DETAILS STRUCTURAL: S C \ — Iii \ �\ �\ SO STRUCTURAL NOTES 9 O BRICK/ VENEER C.M.U. 7/ / ACOUSTIC TILE /BOARD \\ ` ;� E�.G 0�1���' I E iv / BORN CONSULT INC \ \ \ ,,i=,= , t Efl 52.1 BUILDING 1 SHELL PLANS —i i__ ENGINEERS \ \ 531 jj 2 :CRETE MASONRY GYPSUM BOARD ;302 SW BERTHA BLVD. P.O. fox 1689 ��' \ - �, f \q:.` s `` 54.1 STRUCTURAL DETAILS _ > 0• \\ L1.0 LANDSCAPE PLAN U hL . , PORTLAND, OR 9 219 Lake Oswego, 01 ,97035 \\ L2 0 LANDSCAPE NOTES DETIALS ::17/v/:'// METAL ! &vvo BATT INSULATION PHONE: 1503 892-5182 1< 4 ''.. ut E-MAIL: DAVEeHORNCE.COM (503) 570-5474 � u �t� Y ' FINISH WOOD RIGID INSULATION CCO#. 186849 \�\ �c3! \\�\\ \ \\ �, CITY OF it-- A,, CIVIL ENGINEER: CONTACTOR: ,,, ` , : TIGA►RD \\�\\� Approved 73Flitt°a1 tc SYMBOLS uJESTLAKE 9'VIISSIOWWO9'WES y` _ y 4 Conditionall roved. ," \\ See Letter to: low CONSULT ANTS INC v\��yv' _ [ 1 �. l�DETAIL N UMBER �.O. �4 1689 Permit Numbe ched -. ,,1115 SW SUJQU I A PKUJY, SUITE 150 �� �� �- mac' 4- CA CA sHEET WHERE DETAIL Is DRAWN Lake Oswe o, OcR. 97035 I � Ad Lf I- TICARD, OR 91224 �� Adik / t7 . „ ���. y;, I ��, � By: �!� Date: U� L NW NUMBER PHONE: (503) 684-0652 T : (503) 344-2690 \ City of Tigard Erosion Control 0 FAX: (503) 624-sa151 y g � CCO#: 186849 SITE LOCATION To Schedule Inspections: DETAIL DOOR I W ( I1 Call c 5 03 639-41 75 Initial' p ' CON NUMBER CODE RELATED INFORMATION r6 XI Prior footing inspection Final tt building i ection 4 Final inspection approval A - LErrERoR WINDOW p pp is sIET WHERE SECTION IS DRAIN Oregon prior to occupancy, Oregon Structural Specialty Code, 2010 Edition Construction Type: V-B Revisions Address shall be posted CITY COMENTS SECTION UJINDOUJ Address: 7080 SW BEVELAND STREE Occupancy: B and visible from street. I 04-03-13 M TIGARD, OREGON 97223 2 R.O.W. DEDICATION 04-I5-13 0 DETAIL NER Building Area Approved plans DESIGN REVISIONS �— A. REVISION NJ'8ER Zone: MUE (MULTI-USE EMPLOYMENT) Building#1 2520 sf. 3 04-19-13 shall be on job site. DESIGN REVISIONS l -sF Et 01 8E DETAIL Building#2 2520 sf. 4 06-18-13 IS DRAM Tax Lot: 2S 101 AB 02500 Building#3 2520 sf. OFFICE COPY Total 7560 sf. I Max. Bldg. Ht.: 45 ft. \ j'''' Number of Stories: 1 AREA TO BE DETAILED Setbacks (!- G .1— OR ENLARGED Front: 30 ft. from centerling of Beveland St. Fire Sprinklers: Not required DETAIL - ENLARGED PLAN REVISION Side: 0 ft. (@ Flag Lot Min. 10 ft. Side Yard) Rear: oft. GENERAL NOTES ELEVATION LETTER ��ELEVATION HER Required Provided 0 Max. Site Coverage: 85% 81% 1. DEFERRED SUBMITTALS SHALL BE SUBMITTED SC 15% 19% Drawn By Checked By ,1 O A400B8 lw• � Min. Landscape:e: /a TO THE ARCHITECT FOR REVIEW PER OSSC MtERIOR ELEVATION KEY s Et WARE ELEVATION IS p 106.3.4.2. M44F edB DRAI1N Access SI-EET WERE ELEVATION IS DRAIN Project Number INTERIOR ELEVATION ELEVATION TAG Min.Access width: 30 ft. 30 ft. DEFERRED SUBMITTALS (BIDDER DESIGN) 12.982 Min. Pavement Width: 24 ft. 24 ft. ELECTRICAL Min. Sidewalk Width: 6 ft. 6 ft. ELECTRICAL - FIRE DETECTION 4 ALARM Issue Date 202 . MECHANICAL 02-27-13 ROOM NUMBER Buildin g#1 7 spaces LUALL TYPE Min. Parking p spaces Drawing File Name s 10 s PLUMBING 12982beveldndx Idn Building#2 7 spaces 9 spaces LOCATION OF DETAIL ON Building#3 7 spaces 10 spaces Sheet Number Total 21 29 i". sHEEr WHERE IT Is DRAIN Ai D RAW I N G NAM E A4 o r 2 e• 10 �1 • ,/DRAUJINC� TITLE PERMIT SET SITE DATA 9ks,,,, y t • Ot 1 ... D A. BtSssETrr W BEVELAND ROAD -� � ' •r : `�' .W 11 St<octmal 3peaalty Code,2010 Edition t�" "` .. — rikomAtramsramwarrwrogirAir :+ i I it :, y-Eca►� IA -I I STREB I/ .. d ° 6° °4 ° av .q° l TIGARD, OREGON 972223 ■�p 0 CONC. SLAB pr / _ V R a FIRE 30' -0" 30' -O i i / A ; . 4 Zone: MUE(MULTI-USE"ja HYDRANT 3 _/T i i 6" CMU BLOCK WALL W/ I/ , . .d 0. . °/ 3 SL/ STANDARD BRICK VENEER • '/ ' a / _. ALL EXTERIOR SURFACES, (/ ° `� d ii A1.1 Tax Lot 23101AB 02500 - 411k /Ilk ALL TO MATCH BUILD 14, I%�'/�I/ // r`� 0 ° '/ b q �'1 11 : ' 1 • • Al • 9 : 9 919 - ' '1 r ° wp', PLAN Max.Bldg.Ht.: 45 ft. v �f/L .�,, °° ° �,1 �,1 ° GATE (SEE ELEVATION FOR 3•-311 5 ° ® 1 89 °05' 00' E 160. 0 : 1 Mi ° ° MATERIALS AND NOTES) n 4 �, `9 lb 4 ° Q `� ° Front 30 fk flroo�centerline of 1.1..1 ° a 8 9 °0 5' 0 0' E 16 0. 0 ° 4 r 11 Bevelend 3t. F-- ° a. ° ° i-5/8 DIAMETER HD. GALV. • _ - �— ;4 �' / SWING GATE FRAME WITH 1-5/8° 3 Side: 0 h m. 10$.' ! [ 1 _ lriiil ; ��- 80. 02 -' � 1 I 80. 03 All am v i _ iL� I DIAGONAL BRACES, ALL imC :co MEM — :ii::� � WELDED CONNECTIONS. R' 0 Q O >- PARCEL 3 r►�� - _ • t k HEAVY DUTY 6 GAUGE, BLACK _ CIS O Q W'�10► 0_ / I I ■I VINYL-COATED GALVANIZED w�•.f•4D.Ki•!� 10 � 10 I� ■11 PARCEL 1 � � .!. ,..... i��������i������� l���i Required I rl4f�{..... lr+r rlrrr rlf4r+rl� Lri 1- A R A= 7, 588 S Q F T r�■■� _ — WIRE FABRIC MESH WITH ;'*• _.____.�_�_�i • • 1 l4444{4{� I _________ _ < ►ANN _ - NELAFEA= 7, 592! S F T. BLACK VINYL STRIP-TYPE $pr+rlf{/rrffr ,E Y . Q ,f+rr4•r+.4.4/r'• i Max. Site Coves 85% 81% v I ice,li U fiA1■1 � � � i ..4....44. 0 0 ° um ` 13 U IWr ■I O F VISI,IAL E RE GA INSERTS REA. _g m : ;------------ Li] - cn Z _ ii lA I .y{ �►.4f4. _______ _ I. 18' / I i + +rlr++l�lr40rli0' �_____°_°_ -i (rte I i t . < E ,r0�0 R04rfiri+r, ____________, OD l Hi ! . ;4 I m!I- N� m ! 3 1/2" . GALV. FENCE POST +* :t:drff p I— ('(� , +{i+�+l���+i*+S I IZ �NZ - I �— 9 I 1111 o I— I _ i i PAINTED BLACK ,�►r�� 'ry!t . �' W ` Vll N- No W .i art+:r,/./.A+a,4..4. - � — ° ■� 1 ►� • ° ,- — Min.Access Width: 30 ft. 30 fk ' "1 11.1 r ^^ 02 11 ' 0v) Min.Psv�aiineut width: 24 fk 24 fk Q co .. v Pill E L E VAT I ON 0 60 ! 8 COLOR TEXTURE AND h m. Sidewalk Width: 6 f . 6 f .ei 1— Q 0 0 COURSING L MATCH BUILDING / I ADDRESS 7110 1�P _ _ _ - ;=1 ADDRESS: 7086- 08 I Min. ° � Mel 8 Q gEEI ° ° g#1 7 tees 10 BUILDING 3 •■ V _ 7 � BUILDING 1 W WC" I— 'Tam � _ 00 I �� Ilia' I — , ' km _ 6� _(-■�_I - > ' I— Bui ng#2 7 spoon 9 36 X70 ���i 6' 4 illiu 36 'X70' — 1W. - ��� .%� Building#3 ' es, 10 Fi . 1. 2520 SF Q 2520 SF v ■'=� 2 TRASH ENICIOSURE Q W / \ .III _ 7 �-J �, � i Q W 00 1 Total Zl 29 ..I00 W M■ U nt = W X41.1 1/4" = 1 ' m 1 < SCORED CO1�lC. r���� . N �� remi �' < C ACC SS�4 31._ ■a■I d- m Q < ° i- J FAT 1-1) ■u rd I In Nit 0 < .4 141111•111 NA 1■ ■I J LEGEND 0 liii I COBRICK SLOPED�-�' TO 18' -�o I i cj 2R' _o" < 5 z oo \ ' — — EXITINL OTL INE O � I CENTER RIGHT-OF-WAY W 1111 I i NI L § % , #4 TOP BO? 1— ' in 4 0110 A z g T 0 Iii �� NEW 6' CMU DLO W/ (� `� ` , --- � 1 W / +ii #5 VERTS cl 321' 1,.,! 0 i i - {■■■11 - #5 HORIZ @ 48 o N i _t -60117 , -6 ° (3) 3 - 11101/2 [� A i III 10 • , °° ao / / / J 3 II�� i 2 1 ,° o -- Of II 00 �" ° ? /I a 1 2 ° = r,� ,� S o CD 1 / Lip ;:: :::°.. A1.1 ACCESS ASEM EN T : �— -,=%R A 9 ' k1T o , s KEYNOTES TYR - % toad' ASH I / A_ , .d.g' -/� _III ELECTRICAL CABINETS. 4 0 `0 79 . 94 I I 80. 01 � ,� ��, 0 I 0 in z , ' ' I r s -ii DOMIIIS e�eo N 8 9°0 5 18 E 159. 95' I """ "r- #r OONC WATER # GAS METERS UNDER WINDOWS. D- -6 TOTAL PARCEL AREAS = 26 , 374 SF III" SCORED CONC. I 161-611 y _ phi _ °� PROVIDE 4" MIN. HIGH WHEEL STOPS, C ACCT SS,4�L. b i4 x o,1,C.C. © TYPICAL ALL PARKING SPACES.TOTAL LOT COVERAGE 81 A _ , \ — .. _ 4„ g I i�AT ) ( MAX. LOT COVERAGE 85�) < T 9, 6, 9' . CANOPY ABOVE W/ SINGLE SUFACE u j; C d0 TOTAL LOT LANDSCAPE AREA 197, l'e9r-E3 _ 2,-0„ MOUNTED CAN LIGHT FIXTURE CENTERED ENTRY f- ON ENTRY DOOR. ( MIN . LOT LANDSCAPE AREA 1 5 .�1� ���-�.����-�y- 1 mia , r 2 0 8 _ ALIIIIIIIINAMIIMEM11111111111111111 . ro © ALL BIKE STORAGE OR RACKS TO BE IN i i ._ PARCEL 2 �� i !. . _ ._ - 3 tASl�l �OSI� BUILDINGS. 0 . 1 � -� R�vibione a_. AREA= 11 194 SQ. FT. �' - k 411 1".11-mII Ag A 1013"IMENTS yid 7 _� - __ 1= R�OJIJ. DEDICATION 11� \ //2�\m4-15-13 i i I 6 cES REVISIONS 101 -0" �$I_�pn_� !' i I-I i ii �\DE81GN Ie�EVISIONB / I II 1_ II 1 11 I II I II I 11 h7ii 1- 7090 L -� FIXTURE LEGEND �6-18-13 6 AOADDRESS: e 24.7 -13 CO� S -i'O S �O S -r0 °J -0 S -� ° �SITE COVERAGE C - _ / SITE COVERAGE .__� . ___- -- BUILDING 2 ��-1�-13 F r 1 A 36 ' X70' . •., ® SUFACE MOUNTED CAN LIGHT. :__ 2520 SF C SUFACE MOUNTED WALL LIGHT ■4 a- C FIXTURES WATER QUALITY 5 - 4 3 2 6°Z H R E A T M E N T AREA _col :ii 4 j PARKING LOT POLE LIGHTS W/ SOX. ��� WINDOW AREA LIMITED TO 15% LIGHT FIXTURES " SEE CIVIL DWGd) o 0 0 NOTE: Ln in ._-. W L------1-015' ..'...__..._ __. — A -. ALL PARKING LOT LIGHTING TO BE MAP 1�8 !^ Drawn By JCheckedBY — DIRECTED AWAY FROM ANY ADJACENT Project Number °'. 41 ) I [ S89°05'00"W 1 60' (1 )] 1 I RESIDENTIAL DISTRICT. 12.SS2 589°05'18"W 159 . 88' Q Issue Date �f �f = ^ \ GENERAL NOTES Drawing File ame -'� 10 9 . 9 9 ' N - . -- 49 . 89 ' - 12982bevelandxplan A I SIT 1=' ,61,1'\1 [ 110' (3 1. SEE LANDSCAPE PLAN FOR PLANT TYPES Sheet Number AND LOCATIONS. .41.1 Iii = 10' M 5 �1 2. GENERAL REFERENCE SITE PLAN, SEE CIVIL FOR SITE DETAILS. 4 1 0 PERMIT SET .p:-,sue .4-3 _ •-- _.. KtYNU I v 0 POSSIBLE 1IvAC WIT LOCATION. , / 5 3S'-2• O SYSTEM LITEM III6-Im BIKE TRAC DIKE RACKS BY ` �• ,- 4'- °• � FIKRNLAND PRODUCTS GROUP LLC OR N 1',' 14' . 4 *i' 11P-3" s a• / s s• +' / '1 EGiUAL-TO EE MOUNTED PER .1; ¶ MANUFACTURES SPECIFICATIONS.SEE . • • •"„"" DETAIL 5/A4.1. ',a o o • a .........:.�.. —;........,.,.�,� ,:� F.O.a. F.O.a A O O Q O O Y 0 , R C 0D$ ® ' 1 DS av y = Ill - O d ;■■ > il 1 0 4 rz, i O W /� C IF a LF Q ® <ENTR r> / '\ ® 'Wee ms'7 B'-a• °. • a..2. �"`.' m EXIT o• --PER FOOT r......�...r-.. O nos O z0 ® --t— ® r o T u v \ CD ABOVE LA 3 s 1 II O U R Q 1 F — I •Y. ✓-.;., .._ .......�......- 7 . �w r�uYYY2-- ... _,............_,................................ - , , 1 . . i-EII--(N: 4 ' ._n...........rarn.au.s....• • SUPPER - QC oD5 4 a(\I i O DS ..�..... J~Z ill 1/ \\1 A WALL TYPE G UL DESIGN 6) 4 ft 4X4 SKI-LIG-4TS tU A'\ NTS * a a Ul 0 LEASE SPACE I ® Z ruip n O 1 we I A GENERAL NOTES C1 m 4.R°1' �"PER FOOT L THESE FLANS ARE FOR TIM BALDF SHELL ONLY. —i i.R 2.NO PARTS OF TIE STIlCTlR4L FRAME,FLOORS.OR M� I ° CEILINGS ARE REOIAIR`D TO OE FE!RESIST1%E {L.1 L il- F---- CONS1N CTIOIL 1\\ //1 ® /I I !. MEN eILa.L BEND INTERIOR MEN FOR EXTERIOR 0 O ■ \/ ■ © 'Ir-kF- - - rxN S N OPEN LEASE SPACE.G1T-BD.RON MALL OE I //\\ I '\ I I DOME awlG FIIIIRE TENANT arlaD.ele(rs I/ \I 4. SEE STRCIURAL PLANS FOR LOCATION AND �\ 4 L _ J ak DESIGNATION OF SHEAR UMLLS.SIE4R WLL SIEATIANG / I \ _ a - v SHALL OE PLACED BEHRD GYPSUM BOAIRD FINAf/. Au 181 R•vb1•A QWALL TYPES *41W115°R6—'411` _ SYMBOL - TYPICAL weer*WALL(RCZRRATEDA 3 IQ'• �j(tE�OpNERpGE DRICK V73EE1[(VBEER TO EE COISEGTED TO ,S\Q�-�-b BLDG.PRAM!1W SMRYON BT TEA•24 OG.E4. /\p.pCOEVERAOE A - • .-. WAY)WITH P AIR SPACE OR CULTURED STONE e�- 4 ULANSCOT(SEE ELEVATIONS FOR LOCATION) A1041-13 OVER TYVBC WRAP ON 14"PLYWOOD SIEATHNG (SEE STRUCTURAL,RI NB SODS•MS•'OG. 0 PROVIDE FIBERGLASS EATT NRLATION N RILL MUD CAVITY(R-IR(FUTURE INSIDE FACE SHALL ;a oD5 SUPPER DE ON LAYER 3/S•GYPS111 BOA OVER I MIL i ; ® VAPOR BARRIER by TEN4M1 \ O O O O / O WOOD BIDS 4104-414100341041041 E 0G.HIV 4/V GP1(P' O0.00114 • ? e °•-(SEE DETAIL 4/AGi FOR MAP l CM Project Nu* ■' �C 111 U U II q 11 II U IIL q-ILI ,, '• =i•,,,,,, ,,,,i••""•"a-�•••••••,, / \ O I•HaR RATED EXTERIOR WALL.3 14"BRICK e1 ('� __ _ '�� f= _ _ _� A=��= - C_._ =I6 Jk=161- VENEER(VENEER TORE CONECIED TO BLDG 12-992 II i q II II q p II I 1 U II 11 II fl II 1 d FRAM RV SI PSON BT TES•24.0.C.EA WAY) r..,.. r==4 3 =I=9=49=f91= IFif=q=a=1F4=4,=$=1P�=8=� ., WITH r'AR SPACE OVER MILK WIIAP ON I/2" 02-21-13 TYPE DCB GYP-00.ON VY'PLYWOOD SHEATHING 1-�{ S'.S• °'-Y T'-2y• I•- 4 (000 PROVID[FIBERGLASS DATT NSLLATION FILL 12982b.v.Iardl plan S111D CAVITY(R-R/.IN NODE FACE ONE LAYER )6' S• 4'- t• / S,-S, / S'-3 + S•-S• 4'_ 1• / SW TYPE X GYP.BD.OVER I MIL VAPOR •.•Mon* 5AIIRIER(INSTALLATION I NAILNG PER IL •• DESIGN No.11303.SEE DETAIL 3/A2L eBUILDING *I FLOOR 2 PLAN n BUILDING 01 ROOF PLAN 1/4 I I 4 1/4 =I' o rl2d DFRIIAIT CPT 4 2 „.1 _ _ __ _____ ___ _ __ _ _ n ■_ -,--. , ,. .____ ., , ...._., . KEYNOTES ;: D ,, D A. 8ESET1' O O55IL.E 141/AC UNIT LOCATION. / • • / 35'-2" 1111-," ." Vq 11 1 11 1_ 11 / 11 .4)1 4 1 / 8'-5" / 8'-5" / 8'-5" / 1 f/ OF O' if • ct c 0 14Lif = . = ♦ ._ ' 1 •1 1 I 1 1 I 1 1 1 1 ;,///// I ... ..c..— ■ .A/_... / // I r ./.. .. //. %/////J//* ,OCT 1 r•_1 e • a — — 1 1 1 .� L.r F. D. S. / t__ 1 1 --. / E / #11 / � d � ,,b` �t ltt a r p D D A D _ 'p =s 0 we.:,y.�� 4 f d l • In - 0 - P t v - - td �oDS 0, SUPPER W - o 0 0 = a / A _ v .a o o b 0, 0 iicc 27. 11 i iil VS in , m W 'mg- VS "Mr =1•111111 iiiir - <ENTRY, e LOPE 1/8"f 18'-811 9�_ 11 9'-2" / — 1., EXIT % --PER FOOT- � 0 ' -at 1 / — M 7 B • • ® — ' • p 1 —1 o Roc �, o . _ -_^ / - i 0 0 -__ L'l N-44.- 4 , , . , , \ , , I •411 j � 0 4 i TYP. L — Cr' I 0 i 1 ,t-,„ i I kiti i t # I Co DS - SUPPER I , (13 I I \ 6_ . D IL:, 111114Ci of 4 ill vi ___\,..._,I , , , i 4X4 SKYL ICx HTS - Q i LEASE SPACE i - - ;n ) el 100 A ® z '- HI A $ n liA° Q W ■ SLOPE 1/2" PER FOOT '� / 0• I 1 a D co. IF- \ 7i -01. \ . .431 lu VJ I I GENERAL NOTES 4 A \L i ■T� to a .r_ _ I 1. THESE PLANS ARE FOR THE BUILDING SWELL ONLY. •Vi 2. NO PARTS OF THE STRUCTURAL FRAME, FLOORS, OR / 0 CEILINGS ARE REQUIRED TO BE FIRE RESISTIVE 0 $ " ® CONSTRUCTION. R•visione N �, 3. THERE SHALL BE NO INTERIOR FINISH FOR EXTERIOR A CITY COMMENTS / WALLS N OPEN LEASE SPACE: GYP. SD. FINISH SHALL BE / 1 \m4-®3-13 / % DONE DURING FUTURE TENANT IMPROVEMENTS. R.O.W. DEDICATION / / m4-15-13 i _ 4. SEE STRUCTURAL PLANS FOR LOCATION AND /�\04-19-13 0 REVISIONS _ DESIGNATION OF SHEAR WALLS. SHEAR WALL SHEATHING DESIGN REVISIONS D SHALL BE PLACED BEHIND GYPSUM BOARD FINISH. /4\06-1S-13 COVERAGE 0 L . `-U 1 1 /5\m I-05-13 `V H SITE COVERAGE �� - _ (1 \ n D A03-12-13 4 I A WALLTYPES (ADS SUPPER 0 0 ∎ �` DS SYMBOL 0 j /I VN 0 A TYPICAL EXTERIOR WALL (NON-RATED): 3 1/2" o D D D D BRICK VENEER (VENEER TO BE CONNECTED TO jAZ / • /I BLDG. FRAME W/ SIMPSON BT TIES • 24" O.C. EA. A % /„ WAY.) WITH 1" AIR SPACE OR CULTURED STONE Drawn A Checked � WAINSCOT (SEE ELEVATIONS FOR LOCATION) 1�+1 I i/ n F. O. S. / F. O. S. /I 1 p 1 1 1, 1 a 1 1 p 1" ---------- ; _ --__ _- --__-- -- / OVER TYVEK WRAP ON 1/2" PLYWOOD SHEATHING i /riiiiii�i — ► i iiiiiiiiJ 1 _.._._._. J _...... 1..... 1 1 - 1 1.- - ( 2 STUDS_ _ ! _ ! — i 1 — 1_ — 1 1_ , — i _ _i _ ! = . — ! _ _! _ o Jr ...... rl i�i����, !�►�!!��/!1� v�a►i�srir�ir /!/�/�//� SEE STRUCTURAL) ON X6 DS • 16" O.C. Project Number _I II II— II II— II —II I —II II — II II_ II II —II II —II -II — II II— I II II —II II –II II o — ♦ PROVIDE FIBERGLASS GATT INSULATION IN FULL 12-982 di - IF 1= 9= if —1)= i = 9 = =J— 91= I>= =1 i — � 91 i 9l ll= 11= � ' ' ' ' STUD CAVITY (R-19). (FUTURE INSIDE FACE SHALL Issue Dote '� BE ON LAYER 5/8" GYPSUM BOARD OVER I MIL 02-21-13 VAPOR BARRIER BY TENANT). , 1'-1134 T-24" 8' 11 81 511 1'-?,Y " 1'-1134 Drawing File Name ,I," 511 4'-1 " $ TYPICAL NON-RATED INTERIOR PARTITION: 2X4 12982bevelandxplan )5 1 / 8•_511 8•_511 8_511 4 1 // SIDES WOOD STUDS •6°16SEE DETAIL 4/4.5.1 FSD. BOTH Sheet Number r_" BRACING) 1 BU I lO INa #1 Pi-OOR 10141■1 n 2 15Lsi 11-0 INCA #1 ROO: F1-41■1 n ■ _ o 142. 1/4" = 1 ' m I 2 4' 142. 1/�" = 1 ' m 2' 4' %%Ili PIPII■1 PERMIT SET _ _. . _ „ _ ,,, , , . , , ... 7. ,. L , .. .- Y. ..-.-■- y y., — — -- - _ - • KEYNOTES • „ = • D A. BISSETT IA _ A ID STANDARD BRICK VENEER, RUNNING BOND. = • 2` BRICK PANELS, 1/2" INSET. �.,. 1 EOON . (I 0 0 C;) NOT USED ' 4® OF O. 4 BRICK VENEER 1/2" OUTSET SOLDIER COURSE ' LINTEL. * WINDOW HEAD W/ STEEL ANGLE . _ II . . _ . . I . . . . . . SUPPORT. I' I ` I 1 ' I `l 1 ' 1' 1 ` 1 I ' I ` 1 ` 1 1' 1 `1 I ' 1 `1 ` 1 ' 1' 1 ` 1 I r l 1 ` 7 ' 1' 1 l 1 ` 1 `1' 1 `1 I ' I `I 1 ' 1 ' 1 r l 1 ' 1 ` 1 1 ' 1' 1 ` 1 ' I I 1 ' ` 1 I 1' 1 ` 1 1' 1 `r I ' 1' I r 1 1 ' I ` I ' 1 ' I I ` I 1 ' 1 ` 1 1 ' I n 1 ` I 1 ' I `1 ` 1 ' I' I ` I I-I 1 `1 1 ' 1 `1 ` 1 ` 1 ' 1 `1 1 ` 1, 1 ` 1 I ' 1 ` ' I 1�I I ' 1 ' 1 ' 1 ' I ' 1 ' 1 ' 1 ' I ' 1 I I ' 1 ' 1 ' 1 ' 1 ` J ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ` 1 ' T ' 1 ' 1 ' I ' / 11 .'S ' ' I ' ' , ' ' 1 ' ' ' r ' ' ' ' ' 1 ' 1 ' 1 ' I ' ' ' ' ' ' 1 ' ' ' ' ' 1 I ' I 1 ; 1 ; 4; I ' I ; 1 ; I ; I I I I I ' I ; I ' 1 ; I ' I I I I I I I I I I I ' I 1 I ; I I I ' 1 1 I 1 I I I I I I I ' I I 1 ' 1 ' 1 ' 1 I I I I ' 1 ' 1 I I 1 1 1 I ' I I J I I I I I 1 ' I ' I I I ' I ' I ' 1' I BREAK METAL COPING COW ICE. SEE DETAIL I I I I I I 1 1 I 1 I I I I 1 I I I I I I I I I I I I I I 7 VV1II © 5/A4J. L 1 I I 1 I 1 I I 1 I 1 I I 1 I I I l 1 1 I T I I I T 1 1 1 I T I I I I I I 1 I 1 1 1 1 t 1 I I I II 1 I I I 1 I I I I I I 1 1 I I 1 I I 1 I I I I I I I 1 1 I 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 O 1 1 1 1 1 1 1 I I I I I I I 1 1 I r I I I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 J 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 l 1 1 1 I 1 I 1 I 1 I 1 1 1 t 1 1 I 1 I I 1 I f r 1 1 1 / IL JL� I 1 1 1 1 1 1 I 1 1 1 I I J 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 I I 1 1 1 J 1 1 1 1 I 1 1 1. I 1 I I I 1 1 1 1 1 I r 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Y_1]p d T f f_`1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 I 1 10 l 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1- T 1 1 1 )!1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 ( 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 I f 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I • 1 1 , 1 1 1 1 1 1 I I J 1 I 1 I I I I I I I I 1 I I I I I I I I 1 L I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 I , I I I 1 1 1 I I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 l 1 I I I I I I I I I 1 I I I I I 1 I I 1 l 1 1 I L 1 1 1 I I 1 I I I I I 1 1 1 1 I I I l I , 1 I 1 I I • _ / 6 WELDED STEEL CANOPY, PAINTED DARK `= J I 1 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 I I 1 I 1 1 I 1 1 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 1 I 1 V INI , 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 I 1 J 1 1 J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BRONZE,ZE TO MATCH STOREFRONT. SEE SECT I V n L 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1.- ____-._ 1-_________________r��_•_-T 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 I I 1 1 1 1 1 1 r 1 I O 2/A4.1 4 STRUCTURAL DRAWINGS. ____1-------1-__-_' 7____r--.----- -------■ >�i 1 I I I I I 1 I I 1 I I I �I Inos■ mom=■ _=_=_•111- 11111111■11=_-_==•11111■11111111111=__=_IIIIIIIIIIIIIIIIIII III /I I: I - KEYNOTES � , ,,,D . . HEAVY DUTY BREAK ,�- �• METAL SIM. TO .. ,� �� ••. D A. BISSErr 0 II g CORNICE PIECE - �1 BRICK SOLDER BUILT-UP ROOF, SLOPE 1/2" PER FOOT =' . 2: F-I Ilik ' COURSE OUTSET OVER PLYWOOD DECK ON OPEN WEB � 7 •.: = 1/2" TYP. ALL JOISTS PER STRUCTURAL. INSULATE TO •� EGON tr ,-. - MTL "C" CHANELS I-.- . }, WINDOW HEADS R-38 WITH WHITE VINYL FACED;'Y FIBERCsLASS INSULATION W/ FLAME 4 040 / i : \ SPREAD 25 4 SMOKE DENSITY 450 OF ' 1 " ti I 1 =�- T' 0 3 1/2" BRICK VENEER (VENEER TO SE 7r E. I rim" _...... -X I 3 CONNECTED TO BLDG. FRAME W/ A4.1 iii ,i I 3" �� ', SIMPSON BT TIES * 24" O.C. EA. WAY.) Ii I I WITH 1" AIR SPACE (SEE ELEVATIONS) o �� �''' r• 2" GAP 4 OVER TYVEK WRAP ON 1/2" PLYWOOD ". SHEATHING (SEE STRUCTURAL) ON 2X6 1 �` �,� -(1) STEEL DECKING- -- A4.1 STUDS e 16" O.C. PROVIDE I e --- SLOPED TO DRAIN FIBERGLASS GATT INSULATION IN FULL -- ca _ STUD CAVITY (R-19). -w 3 SECTION C�,N }� �D 4" CONC. SLAB, SEE STRUCTURAL. = v. 1- in- I11 II' _ �. 1/2 — I 1" 3" 6" 1' �. 1/2 = I •1.• 3" 6'' 1' — "0 A ►►I► ■ ■ 0 BRAKE METAL COPING:, MIN. 18" Q '> �c ■ NON-COMBUSTASLE FACE BOTH SIDES, Q -o I . TYP. o W r HEAVY DUTY BRACKETS PAINTED. - to \' WELDED METAL CANOPY AND SUPPORT �, _ �� _ -_Q BREAKMETAL _ Cp (� r 6 HVAC UNIT: 1200* WEIGHT, VERIFY WITH p ∎ `-' 1 1 DOUBLE 3x3 MTL STOREFRONT ' M O U---i ' BIDDER DESIGNER. in N ANGLES WINDOW • M Q (2) COARSES OF FIRE BLOCKING IN STUD SPACE AT p ,� o , 1/4" STEPPED 0 CEILING AN O AT 10'-0" INTERVALS Q t D OR SOLDIER COARSE SLOPED CUT FROM FINISH FLOOR. -�-.. M BRICK SILL `- _ - ,`� 8 4" CMU LOCATED AT TILE SEE _ V A4.I I SICK PANEL ELEVATIONS SEE ELEVATIONS �/ (2) 1/2" DIA. WELDED ` 0 STOREFRONT WINDOWS - DARK BRONZE _1 r- O 8 ROD SPACERS W/ GLAZING (LOW-E) '' ; 10 4'x4' STANDARD DOMED SKYLIGHT " INSTALLED PER MANUF. REQUIREMENTS. C,�NO 'Y BRACE DETAIL. CORNICE aETA� I l- 1 WINDOW 611-1— W41-1— S CT I ON 6 Ci�NOP'r A n • 4. ' 3" 6" 1' A 4 ii _ ' 1•• 3" 6" 1 ki_ ,,,. 2 �, 0 1 2 3 6 1/2 — 1/2 — . I 0 6" 1' 2' 3 = 1 N 1/2 - 1 lUr Z r:irP r_ _ _ _ _ _i m d)v O :::: 0 I I r ,,, 1 } + ui A4.1 / I I I ,` • SLOPS 1/2 ' '` W . Ili h. * _ PER FOOT 0 ;9 3 _.... i..,i..r;'._. .W.. 'k ,., i,i X11 / � 1HIo:. Fi ©A ° Il TYP`~ / E l n `: I� ,, tit 5dr O �,, TYP. ti < ± ea- iiE I—. ,,,._-- —ti._ _ — — Eli ct �I ti 0 ti EIE '" Q El [I i El El - IE El Revisions _ • El �CITI' COMMENTS EIE � ; El ° < E� A. 04-03-13 1 ,-. E6 A\lot DEDICATION 04-15-13 Ei • E11 = A PESIGN REVISIONS Ili _ LE ‘co /3� ES G l3REvISIONB EiE . El -, /4\06-18-13 EIE ., _I x` EI' �E •" "`' ih Ei11 F" • 11 ElE E l El EE EIE Ell El E CIE illi `II Drawn By Checked By El _ E © ink E MAP a13 111 ,iE 111 s.'K \ �� � Project Number u 4 ' ' 12-982 .... _ I.� ,:r),`,:-'s Fn ;:.. . .: i,fi' ■ .. r .. : .:. N Issue Date gat I I P�2-2T-13 Drawing File Name 111111 , 12982bevelandxplan Sheet Number 1 BII 1 II 1kI SECTION NOTE: SECTION SHOWN WITH BUILDING +'2 TENANT IMPROVEMENT WALLS 4 CEILING A 4' 1/2 " - 1 I 0 6" 1' 2' FOR REFERENCE. BUILD ING-� 443 TO BE SHELL ONLY WITH NO INTERIOR WALLS. 44 , 1 PERMIT SET 40D Ai?* • ID A. BISSETTT .!...4 . 2;23 / 1- STRUCTURE fl;.. Or-, ' ' •R •REGON t ,}. < '`•_,,S„r , ..<r y :....w....£?., ... . t .„.... ,,.........ttt Lateral or. �,; �. 1. ::y._.,._.. : : aY . g f J u pC... ,.;.£.,.t v. a U a.,,, '. , ' 5,:i, \\\ :.:.. \ M .e ` •.. r � .. .y i\�,�'. �y i \ \' .A ` \_m.:. s e\o \ s t :. `. liMpr 11/111, 1, , � �/ - " x t<ttra#force Bracing •(Rn)t ccnctrJCted of lath and plaster a gypsum ,screw co Hart at- ••Hanger end perimeter wires must be p ant vtkh#n#}r 8 Fnsss(figure,�a \ PattE{C tJ.SC`EE #kC-riM37f"'t#�t support:a ceiling )Y7`E#.Y;EM3l `Fft CUilrk6r SIK�3(C wine are provided#ffFL1FE�k<. . . . ,. : ,'WS. . .,. ;.: OF O c.,ROW TEES ATERAP fGlI E SRAtivo P ff tMETEWIRES *wee -'.•• • tom Jt to Walt shall he exemp from tea ttrst fore bbacine requirements •Hanger wires shell C 12 g ands aced t feet af'Ca?li ar Or 10 gage 8.\��\ e.l„lore \ Suspension Systems for Acoustical Lay-in Ceilings \ . s?.,E>d>it.i an fri .. ::. .. >, The cross embe r that interlock with t h e t€eclnc , .yt:oci i se t,era,:a Ha ger ws r es ple within 9 £'i 3r::.. t: 8"(SEE 4r_0• 4r_0t 2. \\♦� . ; ,� Y - •!t ttrak tithe"'k`o3rf fi:tf tree of VJttiCIIFsir[t`f 4Gx(compression-p[9t1 1 and the'a e n beams,also trawn as cross ceiling u tt or Pestrtct)aFer E m,v e- o €he satJUnda aatts: TE 4.) A) .�.3t ,.ai)df»•.,<t t#E aEt?tr.n ,ctE-r[<tto s#<il ba Ce etai>a#i<r ( I ;. Seismic Design Categories E , spay Wfestsoefig re21. tying )ct less than 130 pounds, . . nrrta or cross,Thtr: n�atsxht a mimic as 7Y LATERAL BRACING• 12'0.C. \,\\, �. .,\„ foie brrc[n consists..v r's1<k stuts P4 .u.M 6-m„MAX .- ,. • "arxailan 7rlas f7YaiEn t:( square tfei hanxxtai re$trd3nt J,irs e.,>. •€)sd[ trtva stxt"i a.t�a)s EPA•s 3Ya do approved method of atacn tE „ DIFFUSER d The specie exVe a suspended ce&n F ., Ft t the structural systetre€aterol toe bracing shall be provided. ansplay wires., » , :„". 7.M: A Cirekilar or rectangular,:ets grill .9`" ` ` •Literal Force Bracing shalt be 12 Yet on center t stu3rp end no •Terminal er ds o€each rxa n kftam arid xs e tusx tic supported Albin 8 oriet tar the of a;r from a 3Ria 3E E SAC{MBE Ta p ry at c3o iC i mxsr s R t 2 gaga wire:that is' light. or taut. I. MAIN RUNNERS,INTERMEDIATE DUTY,SUPPORT WITH , .-r ,- O in cries of each w }f Oh a perimeter re(set nature r&a 0),_ ..« , dueled system. 90 WIRE AT 4 FT 0 C. E/ terhe'than CTest from wails. . :;.:. ,..,. , rs?r r r r},;7 -,been revised :...�,::::* �.,>,,.,,,. •i €re, s < rx£attach to Or Lfrrt reread >tJedn rratcr}.t ae equipment,A a, °dos ntar 3t xpin) pcted try hanger wires,area known as b,•b t liL�i T kit ILOt�L : the mair runner, aryf ag tea,carrying ABByt cr SPAC fiR 0AT O Sa E it r,,xi a wires to t f2ar 12 a vn,a,attached to tier,PE TE)born, trf4 zf or aeu FU t#er•#device shell be 3.e,eu weer:£ z trucess prc,iva>direct 2 MAIN RI MERS,HEAV1 DUTY,SUPPORt WITH m WIRE r based^n current fi..rri r t ,3 ,M Wires am arrayed fr3 n each and at on at- not exc�tir a� from stu tr3� ..-f a t ze a sansitn5 that Lu.a se')m[ni of beak to uacs g,; inch A bar ) t chas to pltuent the AT 4 FT O.C. V f. >, the ptanE of the coifing;< .. . . ;..• ,ot-rBa Chartels tor spans exceeding 48 inctpc . .:: � .n Ci?ldlr s 9p sa nwd f, A Esed< -. • by public s, ,rC;r5 as:< fire station, Ef*)f 3ar system trou)sapaeattr , a#so = s:us u, a9,., i al: ,, terY;,t tYF' Than ftMExrarr ^oCtrnerd s£ Lengths,for "Seism€C splay wires shalt be attached to the rid and to the structure in such - called a sta lizE r b ar 3. PROVIDE STABILIZER EAR BETWEEN ALL MEMBERS a V e,t ,( l,f.e>, 4, police station,emergency :)t}ihGns UwsERG:t-L;�tff€w ANGLE AT PERIMETER AND NOT ATTACHED TO WALL AJGLE. a�. z.af#y a manner that they can support a sf ?£ boat £t rx t ass than zF pounds or . L ,:- _ a <as . x \ ` : the actual design load,with a safety factor of^ whichever is realer(figure •Light fixtures iY hint teas Man 10 $3i€€nave one ta a P hanger :: ♦;r .enter.Stale Patrol otfrcE.Cr3Er:ft 5 A ii 7Pf gauge lFt #ante or,her- C� t , ,: ,> J\ raS nf`ftr ): r bn. catn[3fe a,fCn rei.aS.r 3 C t,>)l.tomn nlftPl3[#€. ? Ux.., ;ftq�ee at dgrather Ftar 4. HANGER SYSTEM TO BEGIN WITHIN 8 OF PERIMETER�.T\ ..\�\.>:: .: ;. SbF. vfre Cyntxc:Ei xJr2<f.ItMEure t<ihE £surt[ F'a <.r.:tia v3r> .a c E stecc. : f (�facot e,. SUS ended Ceilings installed t � a :e'w ` ",,, :° �, -. dispatch Carter, partition to t � - ,�,. ;up 10 4 1 Q •"Pe)ederefrisien shtt?r C cr§"fPAF'st When Used far €si�a p i#caton 1 f Ga .t€cuiar to the tic: 5. L A TERAL BRACING S YS TEM TO BEGIN WITHIN M b FEET W in accordance with The prescriptive r �����" `�- �,,4 - � -.' EMT commit as art )f he>teri tivf path in Seismic Design Categories D.F and f shall •w .tght }Mt fixtures weighing " than ad less Ibs:shall nave support the t ,mr,-,, f o an a£ OF PERIMETER AND WITHIN Z"OF CROSS RLPNER sN ^ rS . `- yf..:4:- �' . GRID "0 have a n I CG- S approval f r seismic applications a n d shall require."special two i2 gage i res attached at apposing c omes of the tight fixture to the _ GtL3tC.i ceiling grid. V^RTICAfSTRBTS INTERSECTION (4)12 GA.WIRES SECURED TO MAIN �y EMT conduit u to 7 8 The main reams'ax Cros tees tht.provisions of the 401 document are � ,.\ - wd _r� structure above.Theo i e r .may be slack. £, RUNNER AND SPLAYED 90 DEGREES FRd` EACH e rg. vertical eM , ,- = 3 r . _ p t yp , grY g3 t r, suspension system). PER/METER CUPS OTHER At AN ANGLE NOT EXCEEDING 45 DEGREES deemed to comply with the etrreit , te '... ..- t; M r 1� t.E AT cflrrdu t op 9 9. P Af anchor's ter kt k>r vti (Splayed wires installed far tr 3SS a Gr iyn •Light rRw es weighing than a8 tie shat be 3 d ctr t r€On the > , t r t o ree:tr Ci 3t ta su spe n } n ro :: 1 an <e txaC#at sedrdi- :: : FROM THE CEILING PLANE. A BRACE AT 12 FT.0.C, ..-..s.r',r, :, .:�a•,:>�•"' .s � /•, setSrs)C 'sa litnil di exempt f Egrtht.r�lU?YentB tl:.r.. .: ,.. .:.. < 5 t t"J r e above,These wires must b taut,:,,. ,... ... ..a:. . : -., : ' system. t54Rlaaul�S Ct)ptfsd�r building Coda inter retato). _. 34r: „_. V-_ i � .-! \ rr./ r. ' .i.-" MEW, TU<,,,�I T .,,.x,...,...•. •Kindel-mounted M ores.;lim b direct) seppoded Men the'structure above Vonaas h,',P.aY<.,a,ta*,,,hemze,r HANGER 312F rvciy to o f in g C ) a tingle se: EACH WAY. ` ' -crki , a t y`.,: .en? . ... r•.;t ;>c t .a`f, u <0 12. Spray wires are to be within 2 inches of the connection of the vertical-strut to >'a.,?3 a, gage wire or an aced alternate support without>_.` the ceiling tv or tY gage annealed used.. wkac 3 i#Krs ,Fr a"; `Ve n1 n t a t?: 5 :srS r}G '55. EC struts. f 4h - ? � 3mr2 ,a t r, taeteCtrfCa€don- 6. STRUT AT EACH LATERAL BRACE LOCATION. T r ir(J r }. y Lk :the hO <t3d4 y..,.�_.N :rte y� 0 suspe tldd Getting, :,,., suspension system fpr direct a\3 E3a. . ..,:.; ., _:..; , a> ..Yar}'''P)aA•"' e.." ,'' ee„ aeant et seismic. a. :�tave ccki ,..} c T, na ae studsar proprietary Q „ , . (fat ko-tat #_v<motos> Also i s€E'd suspension wires; properly with earls ?t. ? , si3rt). 1. AT HANGERS MORE THAN 1:6 OUT OF PLJ B,PROVIDE CZ 4� ,<''''''.--,',2-,, < tS.f. ltgr may t used x iteu of s al y uxrE s.. , ♦1 f txtufss tay utr 3 e cx�n sr)t rx i.,�. p-ro ucts ef}rertr,:-e , n£ rds tor the :(4.0 Sa,, COUNTER SLOPE HANGERS. -- s Qeiliogs With plenues leas than t2 inches to structure are not required to . Tv r „ w. 3r 6i c.. E rlEGCa meta oon of' peoslor .>se.iis - Single2w<"metasttd(20 gee up to t36, avoerfan tracet.. , ... l e,, of c 8. WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO • positively attached Terminals or O w<, r t p y, pension systems End the tZ gaga wires w xr3 ff3t teag tt? rn to the ceiling system hangers Cr the structure OBSTRUCTIONS,PROVIDE A TRAPEZE OR EQUIVALENT ti^V f£;£< _ .t:<t}.a€lay-;:l c'e s i 3 ls,. General e rat f a3£v 3aT?r?t6r?t c3ti 3r?. 8 k tra tack 2,z rcreta,stud up t°15'.9 structure above..,., Society DE VICE. TRAPEZE SUSPENSIONS FOR SPANS ILJ •R ere r e needs r € ti r arch :M IBC hter neti G til Building cede, (26 tanBel atJ,e.The se mass may te slack. :.,.:.. , .,. ,.:>. itca, r ti3 of. fs� r tent> •i Tze aetc d vhtt Y say t A T.t x it-r3 et }st>K a o a a el ettry cameras- •Terminals or services weighing more Thor.56€bs.».(t a Ey ff pEt iettly EXCEEDING 48"SHALL BE A MINIMUM OF �1 Ln �' American Sodisty of TesUn Materials(ASTM C 63a,AS7v 535,ASTM .::w„.. :. x..<. Sion past r, item 31. BACK-TO-BACK I/4"COLD ROLLED CHANNELS. X1 b4 provide: i more t,;turr?standard E 580/E S8t vl>et} lean pt t iY3I E€g}nears iA$C6 7 G5)anti Cell- . . : : ,. •dla. supported p p.o: ... directly l .. t£ above... e... vt. :; taut, .....,,. \ : , , £;F, „mi.i V � •rz Mgt end inter€BrSysiets UonstrU~tisl Association(MCA). Well M� i:st S(semis a...?..: DV SUPPORTING s9rfo�e aiaxxt c ixuanry wireaStuearaW CONSTRUCTION SHALL BE CAP ABLE OF CARRYING for .sf.1a.}o3 and,?,z t. .. ):, .P R>itsnr that fret to the Cet3,tg a nd #E partitions reeterth b.feet# •Wail m aidn s(perimeter angles)are et have:a horizontal: . :tc,?xi 7i€ 3r t. 3 }.,? , .. ,,,. -fi�� , �. TI I. yY , ?t.. t f h t>}r3 the a )atr rtar NOT LESS THAN O0 POUNDS. •• � ft G E g fx eats be laterally trat rd t}the t t1a<Jr P iLFn shall Erff en', , ., .� tl 2 E stes VIdG,Caa end 1f Ste ceiling grid shall he to Y9L Wall W O d C. 4 ....�_..., ?v ., aLCa3,.,l,,l: •FxrE}Urna a,a a,eMeeattfn t 7.8Lf guar(♦c�P,a seernEC s3psratrcr taint tail �� � tkat,,ya. t c inatst?3•�r over(lfty L38 y,1# ; i�f? `o7aii ��de)t i t the c ?f ng splay bracing system, :,.,,. ■ Attached x Yd Wall�t t .r£ fta uisernent. mp#d to g,the other end stta aye a•u inch c I earay£a.from the and free is height wail partition hat breaks t})e ceiling Gn) arist t�gfzvrdcd unless analyses Im. L KHT FIXTURE/EQUIPMENT SUPPORT i=i€ ,, .,€�33 sat .;•: a,K tf:i E i t<£authority,.i€�,;<# ,.,, a i r L: i the It.t,,t the fltt.k ,sr, f: •Ecr further informatics)on bracing of non-kad bearing partitions refer to <r fp$rfannet tfs hd-ieEiXs bracing t: system.,closure i$5 and p$\ftrt Tri A. WITH INTERMEDIATE DUTY SUSPENSION SYSTEMS,12 NYOt technical document#300-831 *Where s€b,ta r t . documentation g s been provided is t a local t urisdic - `'. e.s>»h, ,;.i<,�+�.,...:,; =5g�€e pr5>n tar ry Tm'>, and L8 iir^ i str,,, t GA HANGERS SHALL BE At7ACHED t0 THE GRID ■ ^ O i3Ed .,•}it ta_u�I INCr a .t .W a.. �: tl:n perimeter clips may x meet to satisfy tranertsix the?-inch •The layout and ioca,,n\ #the seismic segarto ,d_d r#a be per l _tqn T.EF e, �..2€ a.?5: AL', ,. p.,,d��r�i£r,IS 3:,ir,E.t_. i #.. con- MEMBERS WITHIN 3"OF EACH CORNER OF EAGI-I � • V •Ail mien beanie ass tc be lea. ?:J)(Hp). .. . , .• ;�.h , ,,;, .f FIXTURE. TAMDEM FIXTURES MAY USE COMMON WIRES. Q M Q t0 et)e r£ Era3tetts fur sti}sirc . `• .• it RoC!Y arid oh the 7�.If seismic separation I 3ii) is required by } f.,,l y a,:J >xri }?et £t. , 2t.. ttt?k T tt c.,: k, t:`:` B. LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS m•Alt txcS tees s3a be: of.are in t <d€ i f > vad w tlxu4 xcx d#. •The y r€ �tsE E t7)attached at two xd 3 areav wells ta rvete N�p r over meth- the designer,�ha designer r 3p}.s e the� ri C J t e 1:71 ed i)tti�document 3 . �, as_. �,,.,,t MO�tvcr?.. +a}}ar3c c.<"r ,k3i3#V REQUIRE TWO 12 CA.SLACK WIRER R01 THE FIXiJRE ;.:titU)f;aieg3 v D.C and�for a dEf3eclFan equal,a f!#at Y.a s span., _ , . .;,,.: at Salfs eater d"yp to a * nt at least:suss with the bottom he dttt e grid pr a proprietary<ft)t>The amount of free movement(gap design)sha .>e a„ I-IOUBMG TO THE STRUCTURE ABOVE- • #tess aCanmetdatdnsore€itesded arid rttf perf aryt y supported and taro ra ft y trtc is to the re t r a<tov,a r f minimum of:la inch. . .... , ,< . ... _.. As the industry's d le€ °.nt and cucrio. G LIGHT FIXTURES M EXCESS OF 56 PONDS SHALL aa>✓E ... c il. and c<.ec _. �3 deviled to� ua.aEent i)vat€s,,,for suspended ceilings ?cludin grid, ;: •In iief�f seismic Se partition Tints.the ceiling may ta divided into aria 1e55 ti oh rrai, ,i3t' the t E3 x4 the need t BE SUPPORTED DIRECTLY FRO THE STRUCTURE o iCf, .?r. ;r ? p ar3e or tile.light faxtt YS&arid ar «° itar 25 1 q ucsa feet U t# use at partitions or sxT3ts as follows:pa rtrtiUr;shall ABOVE.t1 ni ss supported k en 7#iGE riu< Spreader Bars ,,.., ;i r,i.t€ie h a t.. r i t nr a N ,,z f„i1 }T inn 3 ih itsv erq hi a no more the d tbs. extend d mrrtnum ai inches ah<ne the lever of the plane of the grid and shell e :t:;, >t a tk.1::i D. ALL LIGHTING FIXTURES SHALL BE POSITIVELY the Sff p nS G`system sha be per square'foot e : ..i s •Spreader(spaded h3rs shall be used to prevent the ePids at the Main beams be}r£fCiE>t=vta raExic to the structure ahaae.Soffits shell extend to a point at - Fix ,€r ia-=e 2!).5-4',70:1 e he intent of NEHI P;National Eas igua kE ee. ATT ACHED TO THE CEILING SUSPENS ION SYS TEM. ar d .r>sh es al get tetar warts spreading open tiering a o ratFf event t E. CEILING MOUNTED AIR TERMINALS OR SERVICE S Unattached Wail-Molding Requirements .ast ie[ei the bottom plane the Mid and bats be rroependen.ty silsxtad \ Program of) EM . s '1 }[ these k f .r ,, Perimeter wares shaft not be it See it 5 dar tars. „, LESS THAN POUNDS SHALL BE POSITIVELY ...„;:\ ,• • Al wee rtes are fo be three:ti�t:turns and f eter3,braced t the �)k, :: :, , :. :-, .,. :_ '; i l t. . ��3 i n \ . ,€. .,3a3: {E w e3 ,Y l)A y yf3rt:nnt Agency:.} ATT ACHED TO CEILING ING RANERS WITH 10. + < „ , - v 7 i iti r a r c Y a„d :ia s around itself vtt hrr tflr >arc e .Tu i v e •Other than arittk-n ;d vt#r#5:a e5)iv joints<a no?ll?s75ed tS part et d Phone:.> 4t Df .;..t is meant s vv 4 a yet N recommendations SELF-TAPPING SHEEt METAL SCREWS At l a 0.C.MAX ....... --- Spreader-bars are not required at Ren YaQare where nnnars are attached t. �r YEFL e :aot si tire rated Cdtit#n essemts t unless autetar;€at€P documentation is provided. -xz:Er?,t t 5W.:208 F. T-BAR GEILJGB SHALL NOT BE USED TO SUPPORT » r'` � •- cri[ic r a fvso.3, 1 whale a>>€sab€( ter(figural),. ,;:.,,en . 3 :: Wet.*to closresnlles, and€s not int ended U.an.sp c icc anstnict.o, PARtItI7N WALLS, t • Gylan as n 000g:0004- teepee ,,- �/f i •Wire tying is an acceptable alternative to spreader b ars. •'n ,> 3,e:>3313 3:f ,l :i,ir A5 3t�Y ee.t• positive bra � , .. :' $pr6aadt bars art not required if k degree iPt8r5?'CLitC eras a!'nan h. Phone:tH a5 _;,t: Trh ti "Z makes nn'Y K amSC Sr ^7 cetff3 v`r, YV !v': :;:, , Within inches of th e perimeter-wail. Forceiings MinQat rigid brae ng,sgiit*, head penetrations she€Sows a t lyer T ��q cm f � 1 NC e�e�E� oversize ring. €Eve or adapter i raEct Me CC r tile to Mow fry movement cf at F3::0::. >s.-'r>t'3 fart}Cr gE c.a7\ . •Where substantiating documentation has been provided it the)acaE,vrsdt cttlt, ;1.6„.. least inch in a:hxEYantal directions.Flexible h design that can dCC ) niXati :..pestF trr ps ay be u,x to sat's t .he requirements tcr glxdEsar • N.T.B`� t?t. S fee.rCVen7fe2 Stk3tE te ;ftnttck ?9 an elt£' Ftf . :.,, ,:.<, ': k<>£. .t<t.,..,,.T,.... ... \.... ... .... ... ..:., .. ....: : ,:::,,,,,,,,,k.:: ♦ E I m I c DES IGN r3 T I 6'-0" I, f -4�� ," II GYPSUM BOARD z \\ \ \ 6.4:r WHERE REQUIRED 01 • N.T.S. 12g GALV. STEEL WIRE ( ) (y f f`; `; ' /= 41-i3" / _N-- \ HANGERS © 6'-O" (MAX) OC EA. I (y cn rn uD WAY . FASTEN TO RUNNERS III r f W/ MIN. (3) TIGHT TURNS S O WINDOW SC I-fEDUL E dpi WITHIN 1/2" OF RUNNER, TYP. COMPRESSION STRUT ' r & BACKING WIRES n 2 \ _\_ STEEL OR WOOD -V PER T-BAR CEILING in 4 MAR< SIZE DETAIL FRAME KEYNOTES = STUD WALL & FINISH\ SYSTEM DETAIL ) O _ WIDN_HEIG1-t MATERIAL FINISH _ _ - - PER ARCH SPREADER BAR CEILING GRID V co A 6t_0tt 9t_6tt ALUM DB 1,3 � 61 0 al 0 AT ENDS NOT FASTENED OF HEAVY DUTY , ` 0 TO WALL ANGLE MAIN RUNNERS `.J (1 8 6I-0" 3'-2" - ALUM DS 1,2,3 a0 0 8c CROSS RUNNERS i-s 2 mil C 6'-0" 5'-8" - ALUM D5 1,3 \ \ -\ SPACED PER ARCH D 6 S t-0" '-0" - ALUM DS 1,3 = a Q, In E 5'_01' , 5'_an _ Al rUM D8 1,3 N �n N 8" 1/8" POP RIVETS ALONG \\ \ \ I I \ \ \ \ MAX. (2) ADJACENT WALLS S HORIZ. STEEL OR WOOD DO NOT FASTEN & MAINTAIN I- ill A AE V I A/� /� I KEYNOTES / \ / \ A (U) STUD BLK'G. © CEILING 3/4" MIN. FREE SPACE © '[ 1061 if T i ONS ( A) ( B I © ANGLE ELEV. OPPOSITE WALLS ALUM ALUMINUM 1. ROUGH OPENING SI , SEE WINDOW ELEVATIONS FOR MULLION \ \ & CEILING ELEV. LAY IN ACCOUSTICAL LLI DB DARK BRONZE ANODIZED PATTERNS. TILES PER ARCH 0 STL STEEL 2. VERIFY SIZE, WIDTH TO MATCH DOOR BELOW. WALL ANGLE - PT PAINT 3. LOW-E INSULATED GLASS. I I I I h l ED O I I I ELEvATION5 W/ 2" HORIZ. LEG 1--1 SS STAINLESS STEEL V1/ I `t v1/ ATTACH TO WALL BR BRUSHED W/ #6 SCREWS L © 24" OC 0 4- DOO CUL 5'-0" , 6' / SIZE DOOR FRAME C E i .. i NG eSTEINI t F'E C3 NO. NDUJ. REMARKS „ • 3/4" = 11-0" WIDTH HE NICK CORE KC. FIN GL RATING Mari_ FIN DETAIL RATING N. \ \ L 39„ _ 41 12" , 101 PR 3'-0" 8'-0" 1 1/4" - AL BA TEMP NR .4L BA - NR A 0 0 MIN. r) z 18 Revisions " 1- :t V CITY COMMENTS• 102 PR 3'-0" 8'-0" 1 1/4" SC WD PF - NR - PF - NR B B l _ ' _ C � � SECURE TO HANDLE APPLIED LOADS SEE 2 RO.W. DEDICATION _ SCHEDULES FOR APPOVED ATTACHMENT 04 .U. DE 103 3.-011 8 -0 - - \ r \ `l _ \ DEVICES. GOORD. WITH AHJ FOR SPECIFIC _ 04-15-13 t " " 1 1/4" SG WD PF NR TMs' PF NR C _ _ I T.P. - ? `r REQMENTS. 3 DESIGN REVISIONS 104 PR 3'-0" 8'-0" 1 1/4" SG WD PF - NR - - 9 0 �� \\ ■�' DESIGN REVISIONS UNDERSIDE OF STRUCTURE �" NR E s i 4 cn fn 105 3'-0" 8'-0" 1 1/4" SG WD PF - NR TINY - NR D • \\ LATERAL WALL BRACING 4 FEET 06-18-13 k \ \ �` SIDE UJ,41-1.. SHOWER 13r4CIG \\ O.C., ALTERNATE DIRECTIONS TO S W�L� •••••• jt�• ^ STRUCTURE. A © © --_-- ' SOUND GATT 4 FEET DOOR �I I I A T��E 6 36 m � EACH SIDE OF PARTITION W MAX.1 MiN. C{1 � E PASSAGE LOCKSET DISP �M�••••••••1��••1 '° 'll�•W��� SUSPENDED CEILING SYSTEM A ENTRY / EXIT HARDWARE (PUSH/PULL) SCHLAGE D-SERIES, ADA LEVER RHODES DESIGN iiIR.AUTOMATIC CLOSER, ADA COMPLIANT 2 PR. BUTT HINGES EACH NEOPRENE FOAM TAPE CON r. BETWEEN BLOCKS WITH ADA COMPLIANT THRESHOLD AND 2 ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP CASING BEAD WEATHERSTRIPPING 4 C , X• Q 2 PR BUTT HINGES EACH /� I z r'MI ? ? FASTEN RUNNER TO CLG SUPPORT ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP DOOR 4 RE L i TE A E3RE V i SAT I OI V S - __ v AT 2 FEET O.C. THRU NEOPRENE \t <. � _ r 0 Z = Drawn By Checked By B BARN DOOR HARDWARE AL A- IN HOLLOW METAL ST STAIN - J l N• rtt• `t• 6' - • BLOCKS Mt4F DB CA CLEAR ANODIZED M MINUTE TEMP TEMPERED -T SOUND BATT W/ WALL MOUNTED OVER HEAD TRACK 6' 2 ROUND CONCAVE RUBBER FLOOR MOUNTED 1.4C HOLLOW CORE PT PAINT WV WOOD VENEER INSULATE WASTE MAX. Project Number DOOR STOP PM PREFAB. METAL SC SOLID CORE INS INSULATED a 1-10T WATER SIDE W41-I- GYPSUM BOARD 12-982 PF PRE-FINISHED FN PANIC 1-HARDWARE LV ADA-LEVER LOCKSET C OFFICE LOCKSET FG FIRE GLASS PP PUSH-PULL TYPE SF STOREFRONT SUPPLY 2x4 WOOD STUDS 16" O.C. Issue Date SCHLAGE D-SERIES, ADA LEVER RHODES DESIGN tilt PRE-FINISHED METAL FR FULL-LIGHT FRENCH BA DARK BRONZE ANOD. NOTES: 02-2-1-13 2 PR BUTT HINGES FL FLUSH DOOR GL CLEAR GLASS TMY TIMELY FRAME 1. THIS INFORMATION TO BE USED AS A GUIDE FOR CONFORMANCE 0.145 DIA. ROWER ACTIVATED DRIVE PIN Drawing File Name ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP VG VISTACOOL GLASS TO GENERAL ACCESSIBILITY CRITERIA - REFER TO PLANS FOR _j W/ 1 1/4 INCH EMBEDMENT AT 12982bevela�ldxplan PROJECT-SPECIFIC RESTROOM CONFIGURATION. -��♦- 4 FEET O.G. MAX INTO DECK. REFER TO DOOR NOTES: STRUCTURAL FOR SPECIFIC INFORM. Sheet Number D REST ROOM LOCKSET L DOOR VENEER TO BE ARCHITECTURAL APPEARANCE AS 2. CONTRACTOR TO SUPPLY ALL RESTROOM ACCESSORIES ACOUSTIC SEALANT AT SLAB 5CHLAGE D-SERIES, ADA COMPLIANT LEVER RHODES DESIGN SELECTED BY OWNER i 2 PR BUTT HINGES 2. CONTRACTOR TO PROVIDE KEYSETS PER OWNER'S * I I J� t AUTOMATIC CLOSER , ADA COMPLIANT REQUIREMENTS. 4 O 4 I T S 4 4 t i I i ON W 0i t. I O i D PRIVACY LOCK WITH INDICATOR (OCCUPIED/AVAILABLE) 3. ALL DOOR 4 CASEWORK HARDWARE TO BE AS SELECTED ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP 5Y OWNER 4a. 1/4 " _ 1 I 0 1' 2' 4' �/� 11 _ I 1" 3" 6" 1' 45 ,l'il•Plil PERMIT SET �< cO PROpen �GlNFF .% 51 PE '• I r / hLN ' v44/ e �i0 NO Expires: 6-30-13 U J J V 12 w w Z_ E a aD U ti LA ��Q) 1 C m r N p CD C/3 CD ZmpL LL7"7 / STRUCTUR4L NOTES ZN N- C CO ocC OL EI CODE: 2010 O.5.S.C. rrLrZw DESIGN LOADS: U DEAD LOAD - ROOF: 15 P5F ^ LIVE LOAD - 100 PSF SNOW LOAD - 25 P5F SEISMIC - SIDS = 0.12 WIND: - ASCE 1 951nph 3-SEG GUST EXP.B NET WIND UPLIFT 9 ROOF 1 PSF / SOIL BEARING - 1500 P5F ASSUMED HOLDOI�N SCHEDULE EARTHWORK: 1. EXCAVATE TO LINES 4 LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS TO BEAR MARK HOEDOWN BOUNDARY ANCHOR ANCHOR ON FIRM UNDISTURBED NATIVE 5ANp5 NUMBER STUDS THCK'N 5L4B(6) EXT.STEM WALL (6) CONCRETE: • I. REFERENCE SPECIFICATION - ACI 301.PLANT MIX PER ASTM C94. - NO HOEDOWN REQ'D 2. STRENGTH: A. GROUND FLOOR SLAB - 3,000 PSI AT 28 DAYS 1. HDU2 OR PHD2 (2)2x 55T516 OR 515I6 55T520 OR 5T520 DISCLAIM: TVE SIGNATURE ADD STAFPFOR TWEE B. FOOTINGS,WALLS 2,500 PSI 9 28 DAYS ACCOMPANIEDD SaE a AND LO S is 3. REINFORCING ASTM A615,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH 2. HDU4 OR PHD2 (2nx 6S15I6 OR 51BI6 S51520 OR 5T520 cu RV A MN.LAP OF 44 BAR DIAMETERS.PROVIDE 24" HOOKS AT CORNERS. APPEAR5O NS CON TMCTION+c6E 4. BOLTS: 3. HDUS OR PHDS (2nx 5S1524 OR S1524 55T524 OR 51524 NULL WE PERFORMED CAL7 WITH A DRAWN*SET APPROVED BY 114E LOCAL JIIRIeDICflCN A. ANCHOR BOLTS - ASTM 4301 B. EXPANSION BOLTS - HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. 4. HDUS OR PHD& (3)2x SST534 OR 5T534 S51534 OR ST534 C. ADHESIVE ANCHORS - HILTI-RE 500-5D OR SIMPSON SET-XP. ������-� SUM ����5 SPECIAL INSPECTION REQUIRED. 5. HDUII OR UPHpB (IX�x N/A 551x30 g HDUiI 5. COVER AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. A. CONCRETE PLACED AGAINST EARN - 3" 51534 9 UPI-11D8 ® B. FORMED CONCRETE AGAINST EARTH - 2". OPEN wE5 ROOF TRUSSES: =D UI C. SECOND FLOOR SLAB HDUI4 OR TDXI4 (U6x N/A 55Ix30 6. FINISH PER ARCHITECT 1. SUBMITTALS: (4 COPIES) 1. MSTC2S (2)2x N/A N/A J A.MIX DESIGNS PER IBC 1903 B.REINFORCING SHOP DRAWINGS 8. MSTC40 (2)2x N/A N/A / IBC TABLE 1104.3 STRUCTURAL STEEL: 1. REFERENCE STANDARD - AISC SPECIFICATION FOR THE DESIGN,FABRICATION 9. MSTC66 (2nx N/A N/A REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. MATERIALS: NOTES: • A.SHAPES - ASTM A992. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD a IBC REFERENCE B.PLATES - ASTM A512. I. INSTALL ALL HOEDOWNS PER MANUFACTURER SPECIFICATION PER C-2009 SIMPSON C.TUBES - ASTM A500,GRADE B. II II 3. WELDING - BY CERTIFIED WELDERS PER AWS SPECIFICATIONS. E1OX STRONG TIE CATALOG OR USP 54TH EDITION CATALOG. 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: ELECTRODES. 2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL 10 WALL HOEDOWNS. �I II JI II II 4. BOLTS - ASTM A301. GALVANIZE ALL BOLTS EXPOSED TO WEATHER II (I II A. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS APPLICABLE ASTM 5. FINISH PER PROJECT SPECIFICATION. 3.(2)2x OR(3. x STUDS NAILED TOGETHER WITH(2)ROWS OF 16D s 3" OC.STAGGERED. �� SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. X MATERIAL SPECIFICATIONS: AISC 335,SECTION A3.4: 6. SUBMITTALS - SHOP DRAWINGS,4 COPIES. N� AISC LRFD,SECTION A33 CARPENTRY: 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL SHEARWALL DETAILS FOR WALL 1t 1. REFERENCE SPECIFICATION - IBC CHAPTER 23. �J) B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X -- 2. LUMBER - DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL LOCATIONS AND CONFIGURATIONS. II IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. I� �I 2. INSPECTION OF HIGH-STRENGTH BOLTING: GRADE AS FOLLOWS. 5.REFER TO SIMPSON OR USP CATALOGS FOR MINIMUM EMBED OF ANCHORS INTO CONCRETE. A. POSTS AND SEAMS 6X AND GREATER - DP.NO 1. A. BEARING-TYPE CONNECTIONS. X B. POSTS AND SEAMS 4X SMALLER - DP. NO 2 OR BETTER 6.USE S5T5L MODELS 9 3x SILL LOCATIONS. ,, II II II 1 AISC LRFD SECTION M2.5 1104.33 C. STUDS - D.F.STUD GRADE OR SETTER I II li B. SLIP-CRITICAL CONNECTIONS. X X D. PLATES 4 SILLS - OF NO.2 P.T.AT CONCRETE SLAB. / - KILN DRIED D.F.STANDARD TYPICAL q II I cy 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: 3. SHEATHING - PLYWOOD,ORIENTED 5TRANDBOARD OR APPROVED EQUAL. S-EAR LJ4 L L SC-E D UL E(1-13) A. ROOF E WALL SHEATHING APA 24/0. THICKNESS 4 NAILING PER PLAN. MARK REF NOTES: (1,9) Note: (2) EDGE NAIL'* FIELD NAIL'* SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER II II IF A. IDENTIFICATION MARKINGS TO CONFIRM ASTM STANDARDS B. FLOOR SHEATHING APA 48!24. THICKNESS AND NAILING PER PLAN. ASTM A 6 OR ASTM A 568 SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE: (3) CONNECTION.Note(1) CLIPS(8) ^\ SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. 4. GLUE LAMINATED SEAMS - DOUGLAS FIR,COMBINATION 24F-v4,FABRICATED WITH `� 1108.4 A iz DIA.A$.9 42 0/C OR „ WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. " OSB(1)SIDE (6) 16D 9 6 0/C A35 OR MPAI 9 24 0/C II B. MANUFACTURERS CERTIFIED MILL TEST REPORTS. 5. P.T.GLUE LAMINATED BEAMS - EWS 24F-V5M1/SP,FABRICATED WITH 6 12" MASA ANCHORS g 48" O.C. ASTM A 6 0R ASTM A 568 WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 1/2" DIA.AB. 9 24"0/C OR A35 OR MPAI IS 0/C 6. GLUE LAMINATED COLUMNS DOUGLAS FIR,COMBINATION 24F-V8,FABRICATED B " OSB ll)SIDE (6) Sol 4' 12 MASA ANCHORS 6 36" O.C.(12) 16D 9 4 0/C II II II 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: X WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. % l „ z DIA.A.B.s IS 0/C OR 16D B 3"0/C C OSB(1)SIDE (5b) Sd 3 12 A35 OR MPAI e 12" 0/C A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION AISC,ASD,SECTION A3. 1. CONNECTIONS - SIMPSON STRONG-TIE OR USP,GALVANIZED. MASA ANCHORS 11 24" O.G.(12) IN THE APPROVED CONSTRUCTION DOCUMENTS. AISCLRF,SECTION A3.5 8. REDLAM 2.0E LVL by REDBUILT 1/21 DIA.A.B.6 16" 0/C OR „ II - a FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. D OS$(1)SIDE (56) 8b1 2" 12° MASA ANCHORS m 20" O.C.(12) 16D g 2 0/C A35 OR MPAI g 10 0/C i_ O B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. REFER TO IBC SECTIONS 2324,2325 AND 2326. 1/2" DIA.AB.9 12" 0/C OR 0 1� 10. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC E 4" OSB(2)SIDES(4,5b) 86 4"STAGGERED 12" MASA ANCHORS 9 18"O.C.(12) 160 6 2" 0/C A35 OR MPAI 6 l" 0/C 5. INSPECTION OF WELDING: TABLE NO.23-I-Q UNLESS NOTED OTHERWISE ON PLANS. " A. STRUCTURAL STEEL: F 3(6" Q55(2)SIDES(4,5,6) Sd 3" STAGGERED 12" �� DIA A$.s 10 0/C OR 16D g 3 O/C(2 OWS A35 OR MPAI 9 5"0/C COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL MASA ANCHORS 6 12" 0.G.(12) STAGGERED NAIL NAIL DIAMETER LENGTH APPLICATION 4" 1/2" DIA.A .61 8" 0/C OR 16D 9 2" 0/C(2)ROWS HGAIOKT s 1"0/C I) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X G " OSB(2)SIDES(45,6) Sd 2"STAGGERED 12" MASA ANCHORS @ 10" 0.C.(12) STAGGERED 30D COMMON 0201" P-NAIL 4-I/2" 3X DECKING 2) MULTIPASS FILLET WELDS. X 40D COMMON 0225". P-NAIL 5" 4X DECKING AWS DI.1 11043.1 NOTES: 3) SINGLE-PASS FILLET WELDS 5/16" > X 20p COMMON 0.192". P-NAIL 4" FRAMING I) C-D,P-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN PSl-95. ALL WALL CONSTRUCTION TO CONFORM TO OSSC 16D COMMON 0.162". P-NAIL 3-I/2" FRAMING TABLE 2306.4.1. 4) SINGLE-PASS FILLET WELDS 5/16" < X IOD COMMON 0.145". P-NAIL 3" FRAMING 2) USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYPBOARD SHEATHING. 5) FLOOR AND DECK WELDS. X AWS DI3 N/A 0.148". P-NAIL 2-3/S" FLR SHEATHING . 3) A$.MINIMUM 1" EMBED INTO CONCRETE. 3"X3"XIi4" PLATE WASHERS REQ'D AT ALL SHEAR WALL AB.'S. N/A € MASA ANCHORS. • 8D COMMON 0.131". P-NAIL 2-1/2" ROOF SHEATHING B. REINFORCING STEEL: 4) PANEL .JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE f� N/A 0.162"$ P-NAIL 3-I/2" STRAPS SHALL BE STAGGERED. 5°_/�R,i✓i L L 4 • U VERIFICATION OF WELDABILITY OF REINFORCING STEEL 11. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED OTHER THAN ASTM A 106. X TO A MAXIMUM MOISTURE CONTENT OF I5%o. 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. ''-CL D CL D O,,'\ 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL 12. SUBMITTALS - SHOP DRAWINGS,4 COPIES. 6) ALL EDGES BLOCKED FORCES IN INTERMEDIATE AND SPECIAL MOMENT AWS D1.4 13. OPEN WEB ROOF TRUSSES: H�/ I 1.1 I / 1903.52 A. TRUSSES TO SE DESIGNED BY REDBUILT 1) COMMON WIRE NAILS. ls FRAMES,AND BOUNDARY ELEMENTS OF SPECIAL X ACI318: 3.52 B. DEFLECTION SL L/180 REINFORCED CONCRETE SHEAR WALLS AND SHEAR DEFLECTION IL L/240 S) CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES. ST UCTUFR4_ REINFORCEMENT. C. SUBMITTALS: (3 COPIES) CLIPS ARE NOT REQUIRED AT GYP BD WALLS BUT BLOCKING IS ATTACHED PER THE TOENAILING SCHEDULE. 1.SHOP DRAWINGS t CALCULATIONS TO BE STAMPED BY A REDBUILT 9) SEE ATTACHED TYPICAL SHEARWALL DETAILS. ® 3) SHEAR REINFORCEMENT. X ENGINEER FOR APPROVAL. 14. UNLESS NOTED OTHERWISE,ALL BEAMS 8 GIRDER TRUSSES TO BE 10) SHEATHING TO BE STRUCTURAL I SHEATHING. 4) OTHER REINFORCING STEEL. X SUPPORTED AT ENDS BY: 11) VALUES ARE FOR FRAMING OF I-I-F. A. MULTIPLE STUDS EQUAL TO SEAM WIDTH(TRIPLE STUD MIN)WHEN 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE X LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO 12) SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR IS GREATER THAN 350 PLF(ASD). 3X OR DBL 2X AT PANEL EDGES AND SILL. REVISIONS: WITH APPROVED CONSTRUCTION DOCUMENTS: FOUNDATION WIN SOLID BLOCKING AT FLOORS. CONN STUDS STAGGER NAILS. NAIL AND GLUE DBL 2X SILL TOGETHER W/IOD GALVANIZED A 4" 0/C STAGGERED,OR USE A 3X. A. DETAILS SUCH AS BRACING AND STIFFENING. 110432 TOGETHER WITH I6D * 12" O.C. B. MEMBER LOCATIONS. B. SOLID POST EQUAL TO SEAM WIDTH WHEN FREE STANDING. FOR WALLS WITH NE LARGER SILLS,ANCHOR BOLT SPACING MAY BE INCREASED BY A FACTOR OF 125 FROM THE TABLE ABOVE DUE TO THICKER SILLS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. ../ J QI3) 1/I6" PLY IS ACCEPTABLE IN LIEU OF 1/16"055 J DATE: 5.13.13 SCALE: DRAUJN: JPG JOB NO: SD-13-01 I volloN 0 �,�ED PROA-4,, 0 _51 9PE I I- R ON 36'-O 1/2" 0'.10012, ,o�' 51/2" Expires: 6-30-13 . 5.. 35'-2" U 3 TYP© 1 54 © ® = �I 53.1 © 8 ® z E E.3 o r _ Lx4x31i2x� Lx4x3�2x71 _ Lx4x31�zxsif6 Lx4x31�ax' Z , .tzzzzzzzzzl. riul, '" '' al„ 0 P5F \ /. . 6x10 �!� 6x10 6x10 6x10 / �, % 6x6 ''�X / C as rH55 5x5x�{6 , $ Al o m o S. I HS5 5x5x16 c...1---o z� S = " HDU4 OR HDU4 OR NDU4 OR H o c°o t E PHD2 (2) PHD2 (2) PHD2 (2) DRIFTED SNOW---3 - / =r°-D- w IN ADDITION o ( © U W TO 25 PSF X / THROUGHOUT '1 ' 32" RED-L ROOF TRUSSES 1 x ( e 24" O.C. _' FIRST 10'-0"FROM WALL ii% M ROOF SHEATHING UN.O. — - -- ♦ — / 3/4" CDX.PLYWOOD OR 055.W/2%o 40 PSF \ 01 6x6 ^ A MN SPAN RATING.FACE GRAIN PERP. I 0 ■ TO FRAMING TYP,8d 9 6"0.C.EDGES /I AND BOUNDARY,12" O.C.FIELD HSS 5x5x3f6 M HSS 5x5x3X6 : X J HATCHED AREA O M 42 PSF MECH ZONE o- STL ROOF DECK: '° / x 11/2" TYPE I455-36 n O x x DISCLAMER TIE SIGNATURE AFC STAMP FOR TFESE 2�'Q ,t STRUCTURAL DRNINNGS ARE VALID ONLY WHEN (� I x ALCOPPAIUED BY A DEVELOPI°ENT AND lAt SPECIFIC LdFNi� I 5 —, :•, . NORLLGMD9E.4L�EDWHA 1 UET STAMP Ate 9I&4ATUF8 BY TVE FxGREER UHOSE STAMP APPEARS ON TNIS SFEET.CONSTRJCTION SLOPE PER ARCH ..'.' � SFW.L BE PEI�OR'ED OPIr UN A DRNIIPYe SET [ : INDICATES WALL ABOVE FRAMING LEVEL / APPROVED BY nE LOCdL JURISDICTION. �. I I INDICATES WALL BELOW FRAMING LEVEL 53 1 / v ® INDICATES COLUMN ABOVE 41 • 6x6 3 / OP H5S 5x5x%, Tv' I OP HS5 5x5x�6(141)INDICATES DETAIL REFERENCE TYP 0 APPLIES TO ALL SIMILAR LOCATIONS I ■ �i� \ HDUx(x) HOLDOWN TYPE 4 SCHEDULE DBL TRUSS MARK NUMBER(x)ON 51-IT 50 x / ' x EXTENT CF SHEARWALL - / to O 0 / SHEATHING SEGMENT C L x . x im _J \ �� \ DRIFTED SNOW IN ADDITION TO 25 PSF INDICATES SHEARWALL TYPE THROUGHOUT . PER SCHEDULE SHT SO W55 5x5x3�{6 I P h DBL TRUSS ' 1 /I 30 PSF (9$411 �� ® INDICATES HOLDOWN IRNkSSL: 3o O PSF WALL SEGMENT PER HDU2 OR © .. .. v n) CN1 SCHEDULE SHT So ;.;<1..' 0 1 6'-0" � II 0111 PHD2 (I) . • ° ' H 0 -Il -8A1 -7- , I 1 5.4.1 V II II II II II 1 DBL 7RlISS i > / 0 o L' aIII II ' 31%" CONC.SLAB-0N-GRADE W/OPTIONAL 6x6 XI Io O x II II II 10/10 WWM.ON MIN 4" COMPACTED ROCK X O HU412 HNGR \ O x - 11 11 11 cy w/CONTROL JOINTS '1 x ■el • `^ v DRIFTED SNOW TIP > > i / x 0 N ADDITION TO 25 PSF ' I� II IF THROUGHOUT If 1 30 PSF / — pa 53.1 • DBL TRUSS �' 2 0 n . I S4. YI. 3 Ot O PSF ., „ ., ' j II 11 I� �� 1/ / 6' O" llll ll it HDU2 OR ® 32" RED-L ROOF TRUSSES ® II , / el PHDZ (v 0 4b°o.c.uN.o. / 10; 0 ® II DBL TRUSS x O \/ � O s. x Q 1_, \ O x-,J \,1_,/,� DBL TRUSS / e =OUT >4 ION / HDU2 OR / PHD2 (I) v 1 0 RO® M INe / 1_. . . .. . , . 4 1 0 MA 1\ 'LOOK Si-la-AR JSALL g 1 °x FLANS x, o ,� v . „O PSF \ x ix x _, x_...._i . A _, REVISIONS: 114 11 ° DRIFTED SNOW 32" RED-L ROOF TRUSSES IN ADDITION o g 24" OC. 70 25 PSF / FIRST 10' S"FROM WALL UN.O. D 1 -1413U2 PI-11D2 THROUGHOUT / HDU4 OR HDU4 OR HDU4 OR 0 0 PHD2 (2) pi-02 (2) PHD2 (2) / L DATE: 5.13.13 .n _I 6x10 6x10 6x10 6x10 / \ , „ / E 4 s� SCALE: 1/411 _ 1._OH J Lx4x31i2x( Lx4x31i2x Lx4x3�2xj' Lx4x31i2x%6 • DRAWN: JPC� ® 0 Alk Nr JOS NO: Sp-13-01 3 54.1 . 15UILDING 01 FOUNDATION FLAN / \ 1 BUILDING °1 ROOF FRAMING / MAIN FLOOR 51-1E4R LU4LL PLAN (—■—' , ...,.. S 2 SCALE: I/4"=1'-O" N \2 -1 SCALE: 1/4"=1'-O" , _ o 1 1 1 . . . . . �c��D PRO,c „ ,� „ ii —V k/51 9 Ee°/0, z MAX. if r ■ u A at\dv R ON - 0■.. 1._.611111111■/ ��,. 12, 10 Oi C5� D J. N 1 - I Expires: 6-30-13 I II II J ---- 11____N - CC w w z E 0 N O yy SCALE: 3"=I'-O" Z °ti° 7 'I'I VENEER PER ARCH w/FLASHING ;l/ �; ~ i°ti,f ZmrN p 4 WEEP HOLE PER ARCH ! c=n aa)i cc ch PROVIDE MIN 22 GA x 3�4" /,I/ zmo,9 ?v• GALV.TIES w/HOOK OVER IN , c v-o ZN ''ip acv, OL I 9 GA.H0R O . END POSTS SHEARWALLS o�o._02 o E REFER TO SPECS FOR ( PER PLAN 4 SHEARWALL x r��w ACTUAL SYSTEM 1.11 WALL TIES SHALL ,' I 1 SCHEDULE. BE SPACED 50 AS TO 111 PROVIDE W FUL SHT'G EDGE r , [�NOT SUPPORT MORE THAN 2x6 STUD WALL NAIE'G FOR FULL HT OF EA STUD v r�1 2 SQ.FT OF WALL w/MAX @ 16"O.C. DBL 2x TOP II? 1-I0RIZ SPACING = 24" O.G. ill I 2-16d 9 EA STUD P.T.2x6 tE w/ANCHOR I/2" APA RATED WALL SCHED IP BOLTS g 4' O" SHEATHING TO TOP IE 6 24" O.C. 2x6 STUD PONY WALL HOEDOWN O.G. 4 WITHIN 12" OF ALL SEE SCHEDULE PER SGHED I CORNERS 4 OPNCs5 u EDGE NAIL'G H OVER SILL SEAL (UN.O.) I 2x4 KEYWAY Ins" x I" TOOLED OR J - ON SHEARWALL PLAN o _ \ / FAWN JOINT NT FILLER I CONC.SLAB NI/ - CONC.SLAB PER PLAN e IA/53.1 101 PER PLAN 11...l. -- \ _ , ,`;- II I `7 DIBGL.4FffR: iFE SIGNATURE MID STAMP FOR/I-ESE\ \/ ` \/ II 11 II STRUCTURAL DRAMAS ARE VALID QTLY WHEN �T�T/�- 7 - 1 \/\\ \ \ \\�\//\/ SET ACCOMPANIED CF ST U CT RA A CALCULATIONS AND ARE SPECIFIC `\�\ \�\;11 \ \ \ \ /// // / \//�/'\ \\\ 6 Ibd �I SET CF STRUCTURAL cALayAtlare F NEPARED BY • \ ANCHOR BOLTS \ \ \ \ \\ « sra CONSULTING BY THE Ei+�n wasE A �/ //\//\// / / / / 4x48'0 48 O.C. STAMP APPEARS ON THIS sFEEi.car�tRUCnaN , ` /` PER PLAN 4 //\//. //. / ' APPROVED eYr LOCALNPoSDICiOPI ALTERNATE BEND / v/ / SHEARWALL SHALL BE BY THE LO AL J RID A JURISDICTION. SET J •4 VERT ® 24"O.C. r \\�\\ SCHEDULE 2'-0" / 2'-0" / _ /\ MAX co \�\ //�\\/�\\'\\ MIN I-TOP BOTTOM O G HEADER PER PLAN /\ \ \ PROVIDE 24" HOOKS® ALL TIP CONSTRICTION JOINT -\ /// CORNERS 4 INTERSECTING WALLS /\\ - \\\ F ----I‹ 16d g 8"O.C. ,// \ BEFORE SHRINKAGE OL JT -. \/ \//\/\• CONCRETE FOUNDATION CRACKING. FILL w/EPDXY < SINGLE 2x KING STUD \ JT FILLER NOTE: USE DBL KING STUD WHEN �/ ///,// /\\/\\A\/\\,\\.\. OPNG WIDTH IS GREATER cz THAN 48",TYP UN.O. (2)"4 BARS CONT. / 8 / ,„ / au / U ', PROVIDE 24" HOOKS m %\\` \`\\`\\`'\\`\\`"\\`\\`\\`\\ \`\\`\\` \�\\�\\�\\�\\` SINGLE 2x TRIMMER ALL CORNERS UJAL s 2 -o /./��/i,/i,./i,/i,/i,/,/,/i4 /./4 /.. . /./A A/� — --- INTERSECTING WAEES CONC.SLAB PER EXCVT'D OR FILL GRADE TIP CONTROL JOINT PLAN TYP. CAST= IN=F 4CE .7OLDO N - 11117 _ O OUNDATION © STEM ,ALL TYPICAL OO JOINTS O TY� -=A rDz G TO 5 C_ J4MU.N.® II 1/ ii 11 11 II 11 11 SCALE: NV-0" SCALE: =I O" © SCALE: I" = l'-0" SCALE: 1".1'-0" II 11 u C c-N\la)HSS COL PER PLAN \i'\ � - 10-1 II II II II e 0 1,4 > / O 2x6 NAILER g / II II II 1-SIDE w/ 1/2",0x3" THRD El ii N Stu s IS"o.c. 11 11 I II V II EL D g EA SIDE J II IF Id- 1 BASE fE I�z"x51izx0' Il" I" +/- NON-SHRINK II n ' w/2-�s".x12 AB's GROUT U 3 a 10" O.C. - II ii IL * I I _, Li o • II ii f (1) „,„, , II II — O J.J 0 ii- © N5S 5x5 COL / 8,45E SCALE: I"=I'-O" DET4L5 REVISIONS: DATE: 5.13.13 SCALE: III : 11-01' DRAWN: JPC JOB NO: S1D-13-01 i vill � 0 • .- N FF �o 51 9PE '� � • I r zs• I I �� b � 1 R ON ii�I� —2x4 PONY WALL b oc. 1I` ���/D J: NO�� 1�z° PLY OR OSB w/ \ \d b„OC. 4 2x4 PONY WALL > \I` \IS 111 12" O.C.FIELD g 16 o.c. . \ Expires: 6-30-13 • \ 2x4 KICKES 6 16"O.C.w/ 1Ib I `I` �I/ \ 3-16d ®PARAPET WALL l"s"PLY OR OSB w/ , \ ` J A 4 H2.5A CLIPS s NAIL'R 8d 6 6" OC. 4 1I` 1I� �I/ • 12"O.G.FIELD `" cn cc LIJ 2x6 NAIL'R w/ 111 LS z �I% \\ I 2-"12 SCREWS a . �°, 2 EA ROOF J5T 2x4 KICKERS s I6" O.C.w/ , \ FULL HT 2x6 STUD WALL 111 z m r c' o I !I� \ 3 16d g PARAPET WALL 1I` c�>rn E ROOF SWIG 4 W254 CLIPS 6 NAIL'R 16" O.G. ' - L ZaOpm a� III a PER PLAN !ES !JS iJd S _,_ _ 2x6 NAIL'R w/ j 1�I2 I `IS 1I, Z N as c'� e EA ROOF JST I / ■ ;I` Sd g b" O.C. RI 00� o I VENEER PER ARCH !I� , z r�° Lu 4 I /53.1 /.�/ I LS 8d a 3" O.C. 111 r 4GONT.DBL. 2x4 FLAT$LK'G/1SI2 STRAP w ''/.ID PER PLAN 6 32" O.C. 2x TOP B w/ ROOF 5HT'G , \ SPLICE PER 4/54.1 J_ BEVELED PLATE BY /�' 1111 PER PLAN `I` REDBUILT MAY BE�I/ NG , T1I1/ , ; IJ �Ii Sd 96" O.G. S 1 all 2x BLK'G SIS \I1 \1\ CONT.DBL. 1 AIA I I ,�1 2x TOP IE w/ 1111 111 \ SPLICE PER 4/54.1 CONT.4x6 w/MSTC28 STRAP•I1 9 SPLICES ill DS:GLASER TI-ESIGNAT*NOSTAMP FOR TIESE S \ CONN.TO WALL w/ 1 ac arawEDeDwrn�D o am Ic aft Cf;I` 1-SD5 IQ"x6" SCREW 111 MEWINGBG CALCILATIONS PREPARED BY SEALED wirNA IN I BEVELED PLATE BY *EA STUD 4 IET STAMP AND SIGNATUaE my TVff ENGINEER WOW REDBUILT MAY BE 1 SDS 1/4"xb" SCREW 6" O.C. ` ` SQL DD C LSr w M,I, REQUIRED DEPENDING 111 TO BLK'G J� ON ROOF SLOPE APPROVED BT THE LOCAL JURISDICTION. :II :II I. I . 111 SIS 111 I. ili RI %j SIS SIS • _ IN �I� \\ _/ ROOF LAN ROOF JSTS \ / ;I1 PER PLAN \ =� �I1 PER PLAN PER PLAN X/ HDR PER PLAN HDR PER PLAN �X� �I1 HDR PER PLAN > �X\ \I1 �I� 4 DETAIL 4/63.1 4 DETAIL 4/53.1 / \ , , 4 DETAIL 4/53.1 / \ \ig PIP - - I 1111 �I II I1 ►I 2x6 STUD WALL 2xb STUD WALL Si! 2x6 STUD WALL ) 1I` �� 111 � 16" O.C. g l6" O.G. � 16"O.C. MI ►I! II i' /I'I \ VENEER PER ARCH \ VENEER PER ARCH al �I� 1I1 41 /53.1 1I1 4 II - ;I1 ,I1 1111 11 n II/, � o SI_b •I1• \ \ Q 1111 IF \I\ �I1 li II u ii ,is ∎ \` > > O WALL SHT'G iI�/ •�i� WALL SHT'G gig WALL SHT'G PER SCI-1ED \ PER SCHED II PER SCHED � IN `I1 11 11 II /I/, - 3 fl .A,-_ \I\ �— ,�\ _ , II II II ET PERI'. ROOz J5T5 e STUD w4LL / PARAPET PARALLEL ROOz JSTS e STUD WALL / PARAPET 0 O ��R�. R®® J55 STUD WALL / i�4RR� © © CO II SCALE: 1"=I'-0" SCALE: I"=1'-O" SCALE: I"=1'-0" o ® 11 48" MN LAP / / \, STAGGER NAILS Ibd 9 3" o.C. 1 7 \ • • 16d 6 16" 0.G.TIP. PLAN VIEW D T4FL5 2-I6d a EA. CONT.DBL.2x TOP STUD PLATE (I) r 1-1 w - 2x STUDS 16" O.G. REVISIONS: NOTES ELEVATION 1.)SEE ROOF/FLOOR FRAMING PLAN 4 NOTES O TOP ELATE SPLICE SCALE: I"=1'-O" DATE: 5.13.13 SCALE: I11 = I'-O" DRAWN: JPG JO8 NO: SD-13-01 i, , A , O i i 1 1 4 1 I ,1 (` ' e P7 t ! \Lu E € ;. GENERAL NOTES: ° -, r:-.y S W B E V E L A N D J T 1. Contractor is to verify all plant quantities. r7 p < `��, .z '` 6 - ATK 2. Adjust plantings in the field as necessary. N c e d, T. 3. Project is to be irrigated by an automatic, underground system, which 4; $;, ; will provide full coverage for all plant material. System is to be design/ - •, j build by Landscape Contractor. Guarantee system for a minimum one ci year. Show drip systems as alternate bid only. c 3 4. All plants are to be fully foliaged, well branched and true to form. J N e U od- �� ,�� _ — w ' v O IllpV� --' �lil♦lli/ �°"' �r �� ��� PLANT LIST: GENERAL LANDSCAPING o N E 1r 1 ��� all �� ��� SYM. LATIN NAME/ Common Name SIZE SPACING o _ • 72 CMI CAREX MORROWII 'ICE BALLET' 1 gal. 18" o.c. a m tv x W l— Ice Ballet Sedge 11111116 IllisisA • /eel , ..� `, * 7 /O/1 :Zest 143 EAR EUPHORBIA AMYGALOIDES VAR. ROBBIAE 1 gal. 3' o.c. ;' • _ a . •••■ ' PARCEL 1 ------- Robb's Spurge A V -� .. PARCEL 3 ,� 1 0 - I I 1111 . 156 WF WALDSTEINIA FRAGARIODES 1 gal. 2' o.c. Z o °C 1,I */ Barren Strawberr 39 - EAR I 2 - CBE I ��• Strawberry Q ,,_ M S,O,O; IS, SHRUBS Z >0) W r".1 1111 SSSl feel 3 9 EAR 72 CIC CISTUS INCANUS CRETICUS 1 gal. 30 o.c.c. 3v ,_exc �„' i„' Creticus Rock Rose O N v m ft 0SSl �;••l 44 CSK CORNUS SERICEA 'KELSEYI' 1 gal. 30" o.c. M o m - 3 004 _ "V Kelsey Red—Osier Dogwood a,a_ I= M •,•,/ I I Is. 37 MC MYRICA CALIFORNICA 5 gal. 5' o.c. ∎ r„o Q i Pacific Wax Myrtle Q `p o 001 11• /•/0 /1/ POW CZ CZ BUILDING 3 BUILDING 1 1111, SOO! 6 ATK ACER TRUNCATUM X ACER PLAT. 'KEITHSFORM' 3 1/2" cal. As shown /,0,/ I I _ ?% Norweigan Sunset Maple 004 IS/ 11 CBF CARPINUS BETULUS 'FASTIGIATA' 2 1/2" cal. As shown ,0.1 _ I I ;1111 Pyramidal European Hornbeam OS I•. 2 CBE CARPINUS BETULUS 'FASTIGIATA' 3 1/2" cal. As shown Ito e.. Pyramidal European Hornbeam See IOC es.,/ 8 JSC JUNIPERUS SCOPULORUM 'COLOGREEN' 6-7' ht. As shown P•. - - I Cologreen Juniper 11 I I ,. •• I I �� 111 12 - CI C 0* , __ // PLANT LIST: r WI 01.' _ P.,,,,� 16 - CIC EXTENDED DRY BASIN (564 SF) 0 ITIii ei T T, # SYM LATIN NAME/ Common Name SIZE SPACING /--,-,\ _, v o 11� v- v;. v U O Igo a - {i EMERGENTS & PLANTS (84 SF) (See Note) QC 4 0 o , 12 CMI O , /� ,�4-'� j 21 BC BIDENS CERNUA 1 al. 1 per 2 sf n i m • v V ill C __ 2 — C B f - � ��- � Nodding Beggartick 1.5 min ht. Q� cn 0 �' � ����� ��� ' I I i1jj ' ;: 1e$� 21 SM SCIRPUS ROPUS Plugs 1 per 2 sf• - Z attli \10 CSK — • , �� � �' � 0 �# L €1 in , Small fruited Bulrush (1/1 z. a ii_ n !' 14 - CSK ,Q� , > D i> D SHRUBS (480 SF x 0.05) 't:, 1.1.411110 Se 401.11r _ ( 8 CS CORNUS SERICEA 1 gal. 3 o.c. A E .4 . 29 WF � , Redosler Dogwood 2 min ht.4 CBF i i 8 — CIC _ ►—� 8 RP ROSA PISOCARPA 1 gal. 3' o.c. CO` 1,_ 6 C S K Q� �‘ .,/ Clustered Rose 1.5' min ht. fio.,., — :: 8 SD SPIRAEA DOUGLASII 1 gal. .: ' o.c. 1- \*- -4,-, D 3 JSC � Douglas Spiraea 1.5' min ht. � r • :i.. 6 - CIC ej 8 - MC 24 - CIVI > ° � ° TREES (480 SF x 0.01) D D D rip 26 - WF A�, ��� As shown _ f 3 PE PRUNUS EMARGINATA 2 gal. s s o VIS 741 10 Bitter Cherry 2' min ht. 10 — CIC '� o - PARCEL 2 2 RP RHAMNUS PURSHIANA 1 gal. As shown 4* tit el„ Cascara 2' min ht. Revisions Fail . ee•_e > D pD SEED MIX j /,1 65 - EAR > D ° D FREEBOARD AREA SEED MIX 14 - MC / See Specifications 1 magi 26 - WF BUILDING 2 G I NOTE: Emergent and herbaceous plants in treatment area shall be planted -' and established prior to initial use of Detention Pond. 4 iS��aii+ ..ii'iii'i� P ► of. it . ,,, '!p �/ : �► 'D D p D D D I '�, CLEAN WATER SERVICES CALCULATIONS: D D D S.OI EXTENDED DRY DETENTION POND /■ D ■ D 14 t I 0 D opr ` D % / TOTAL ON—SITE AREA = 564 SF EXTENDED I ;► 0 D I� ; • ® D I� / 5 - JSC TREATMENT AREA = 84 SF DRY BASIN �_ ' ' D D I% 1 ® 1 _-5-447 '� es TOTAL PLANTS REQUIRED = 42 �► ° I} I1°, ,, _� ,� �� -\ �- �� 7 iTOTAL PLANTS PROPOSED = 42 Draw" ey cneakea Br I ,� 11 // � �..� �1��`�e► D D.: D I •. ► �• Fil :.'i'l , rA •+►, l%il tee*;, '#►• .:.. . ���� ���, - FREEBOARD AREA = 480 SF P mbar KID 31-0 ® D D D - .. i o� o - roject Nu/� -- . o � t . ����� TOTAL TREES REQUIRED(480x.01) 5/ D D p i , — �,� oyAL 0 0 �► o ,�,�� _ ,x_982 �//fir, TOTAL TREES PROPOSED 5 I , Issue Dace — _ � _ _ TOTAL SHRUBS REQUIRED(480x.05) 24 TOTAL SHRUBS PROPOSED= 24 02-22-13 Drawing File Name 12 - MC 10 - CIC 14 - CSK 3 - MC Sheet Number 5 -CBF _ _CBF 36 CMI 55 WF LANDSCAPE PLAN /III SCALE 1 " = 1C-0" M ICI I 1 OF 2 I I) V Y tar IiY .RS[a4 �L ,.� OUTLINE SPECIFICATIONS PLANTING: WATER QUALITY FACILITY SPECIFICATIONS PER CLEAN WATER SERVICES PLANTING. HERBICIDES: Removal of invasive non-native species is required by hand for the entire wetland buffer area. If -4t d, . REQUIREMENTS necessary, excessive weed growth may be treated with Rodeo or Garlon 3-A (or approved equals) in strict rn �� N Cfl - GENERAL All plants shall conform to all applicable standards of the latest edition of the "American Association of Nurserymen Standards", A.N.S.I. Z60.1 - M ` GENERAL accordance with the manufacturer's instructions. E z - 1973. Meet or exceed the regulations and laws of Federal, State, and County regulations, regarding the inspection of plant materials, certified as free from m yi hazardous insects, disease, and noxious weeds, and certified fit for sale in Oregon. ca E> _ 1. No structures, development, construction activities, gardens, lawns, application of chemicals, uncontained areas FERTILIZER: Do not apply fertilizer to any plantings within the Vegetated Buffer or Water Quality Swale/Pond. o fa `�P_.. �. The apparent silence of the Specifications and Plans as to any detail, or the apparent omission from them of a detailed description concerning any point, of hazardous materials as defined by Oregon Department of Environmental Quality, pet wastes, dumping of h a , shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first quality are to be used. All materials of any kind, or other activities shall be permitted within the sensitive area which may negatively impact PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants °' interpretations of these Specifications shall be made upon the basis above stated. water, except those allowed in R&O 07-20, Chapter 3. and structures. Loosen and remove twine binding and burlap from top one-half of root balls. Cut off cleanly all (.i ° `\ broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while c c 3 - Landscape contractor shall perform a site visit prior to bidding to view existing conditions. 2. Prior to any site clearing, grading or construction the water quality facility area shall be surveyed, staked, working each layer to eliminate voids. Plantings shall be tagged for dormant season identification and shall C') rn 3 and temporarily fenced per approved plan. During construction the area shall remain fenced and undisturbed remain on plant material after planting for monitoring purposes. E'' CD • PERFORMANCE QUAUTY ASSURANCE: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary horticultural except as allowed by R&O, Section 3.06.1 and per approved plans. o practices and who are completely familiar with the specified requirements and methods needed for the proper performance of the work of this section. W p p y p q p p p PLANT IDENTIFICATION. Plantings shall be tagged for dormant season identification. Tags to remain on plant m M NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times for inspections. Inspections at growing site does not preclude 3. If there is any activity within the sensitive area, the applicant shall gain authorization for the project form aterial after planting for monitoring purposes. ►H-� o I E "Standards" the Oregon Department of State Lands (DSL) and US Army Corps of Engineers (USACE). The applicant shall =i `� CO Landscape Architect's right of rejection of deficient materials at project site. Each plant failing to meet the above mentioned Standards or otherwise V failing to meet the specified requirements as set forth shall be rejected and removed immediately from the premises by the Contractor and at his expense, provide Clean Water Services or its designee (appropriate city) with copies of all DSL and USACE project MULCHING: Trees, shrubs, and groundcovers planted in upland areas shall be mulched a minimum of 3" in depth �°' • and replaced with satisfactory plants or trees conforming to the specified requirements. authorization permits. and 18" in diameter, to retain moisture and discourage weed growth around newly installed plant material. �+ v Appropriate mulches are made from composted bark or leaves that have not been chemically treated. The use of • o I— cl3 ctl I.-SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Representative. 4. An approved Oregon Department of Forestry Notification is required for one or more trees harvested for sale, mulch in frequently inundated areas shall be limited, to avoid any possible water quality impacts including the W my . trade, or barter, on any non-federal lands within the State of Oregon. leaching of tannins and nutrients, and the migration of mulch into waterways. x W GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season or one year, whichever is longer. < j t° F� "0 During this period the Contractor shall replace any plant material that is not in good condition and producing new growth (except that material damaged by 5. Prior to ground disturbance an Erosion Control Permit is required through Clean Water Services. Appropriate WILDLIFE PROTECTION: Tree plantings shall be protected from wildlife damage (deer, beaver, nutria, mice and voles) rJ • ....• 0 severe weather conditions, due to Owner's negligence, normally unforeseen peculiarities of the planting site, or lost due to vandalism). Guarantee to replace, Best Management Practices (BMP's) for Erosion Control, in accordance with Clean Water Services' Erosion by installing tree protector tubes or wire mesh cylinders around newly installed plantings. UD • at no cost to Owner, unacceptable plant materials with plants of same variety, age, size and quality as plant originally specified. Conditions of guarantee Prevention and Sediment Control Planning and Design Manual, shall be used prior to, during, and following earth Q `.) -C on replacement plant shall be same as for original lant. S o p p plant. disturbing activities. SEED: Bluetag grass seed conforming to applicable State Laws. No noxious weed seeds. Submit Guaranteed � analysis. g I Q cc Landscape Contractor shall keep on site for Owner's Representative's ins ection, all receipts for soil amendment and topsoil deliveries. >N M p p p p p 6. Prior to construction, a Stormwater Connection Permit from Clean Water Services or its designee is required Water Quality Freeboard Area Seed: Dwarf Tall Fescue 40%, Dwarf Perennial Rye 30%, Creeping Red Fescue 25%, <N 1•. "D PROTECTION Protect existing roads, sidewalks, and curbs, landscaping, and other features remaining as final work. Verify location of underground utilities pursuant to Ordinance 27, Section 4.B. Colonial Bent Grass 5%. Apply at a rate of 2.75 lbs./1000 SF. Z >,°'^ N prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. W a�r" �� ,.. 7. Activities located within the 100-year floodplain shall comply with R&O 07-20, Section 5.10. IRRIGATION:Is to be provided as per a separate plan design/ build by Landscape Contractor. Project is to be Y CD .� . PLANT QUAUTY ASSURANCE: Deliver direct from nursery. Maintain and protect roots of plant material from drying or other possible injury. Store plants in irrigated by a temporary, above-ground system, which will provide full coverage for all plant material. Guarantee [--i 3`-' •T shade and protect them from weather immediately upon delivery, if not to be planted within four hours. 8. Removal of native, woody vegetation shall be limited to the greatest extent practicable. system for a minimum one year. System is to meet CWS Detail 710 Standards. 0 v^ a) m c r'/ 0 • O Nursery stock shall be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of disease, injury, defects, insects, weeds, 9. The water quality facility shall be planted with Clean Water Services approved native species, and designed to All plantings under CWS jurisdiction are to be watered one inch per week from June 15 through October 15 for PO a Q t,_,,, and weed roots. Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Any trees with double leaders will be rejected upon blend into the natural surroundings. the duration of the two year maintenance period. to — M inspection. All Plants: True to name, with one of each bundle or lot tagged with the common and botanical name and size of the plants in accordance io' • d with standards of practice of the American Association of Nurserymen, and shall conform to the Standardized Plant Names, 1942 Edition. SPECIAL CONDITIONS: MAINTENANCE:The permitee is responsible for the maintenance of this facility for a minimum of two years following ' o the acceptance of the facility by Clean Water Services (CWS). Engineer or Owners Representative shall inspect the Container grown stock: Small container-grown plants, furnished in removable containers, shall be well rooted to ensure healthy growth. Grow container 1. Should final development plans differ significantly from those submitted for review by Clean Water Services, facility twice annually (Spring by June 1st & Fall by September 30th) throughout the two-year maintenance period. plants in containers a minimum of one year prior to delivery, with roots filling container but not root bound. Bare root stock: Roots well-branched and the applicant shall provide updated drawings, and if necessary, obtain a revised Service Provider Letter. If at any time during the warranty period the landscaping falls below 80% survival of trees and shrubs, or 90% al fibrous. Balled and burlapped (B&B): Ball shall be of natural size to ensure healthy growth. Ball shall be firm and the burlap sound. No loose or made aerial coverage of herbaceous plants, or if the amount of invasive non-native species exceeds 20%, the Owner ball will be acceptable. 2. Clean Water Services shall be notified 72 hours prior to the start and completion of enhancement/restoration shall remove the undesirable vegetation and reinstall all deficient planting at the next appropriate time. The p verify p proper plant Enhancement/restoration guidelines provided Landscape two-year maintenance period shall begin again from the date of replanting. The facility shall be re-excavated and TOPSOIL AND FINAL GRADES: Landscape Contractor is to verif with the General Contractor if the on site topsoil is or is not conducive to ro er lant activities. Enhancement restoration activities shall comply with the uidelines rovided in Landsca e growth, Supply alternate bid for imported topsoil. Requirements (R&0 07-20, Appendix A.) planted if siltration greater than 3" in depth occurs within the 2 year maintenance period. Water Quality Facility is to be kept free of debris and maintained to insure water flow. Protect and maintain work described in these Landscape Contractor is to supply and place 12" of topsoil in planting beds. If topsoil stockpiled on site is not conducive to proper plant growth, the 3. Maintenance and monitoring requirements shall comply with R&O 07-20, Section 2.11.2. If at any time specifications against all defects of materials and workmanship, through final acceptance. Landscape Contractor shall import the required amount. Landscape Contractor is to submit samples of the imported soil and/or soil amendments to the during the warranty period the landscaping falls below the 80% survival level, the owner shall reinstall all deficient CLEAN-UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed Landscape Architect. The topsoil shall be a sandy loam, free of all weeds and debris inimical to lawn or plant growth. planting at the next appropriate planting opportunity and the two year maintenance period shall begin again from from the site. All walks, paving, or other surfaces shall be swept clean, mulch areas shall have debris removed Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements. Grades and slopes shall be as indicated. Planting the date of replanting. and any soil cleared from surface. All areas of the project shall be kept clean, orderly and complete. t bed grades shall be approximately 3" below adjacent walks, paving, finished grade lines, etc., to allow for bark application. Finish grading shall remove all - depressions or low areas to provide positive drainage throughout the area. INVASIVE SPECIES CONTROL Himalayan blackberry and English Ivy are present within the vegetated corridor enhancement area. Mechanical control by hand consistent with Clean Water Services' Integrated Vegetated and SITE PREPARATIONS: Remove all nonnative plant materials, including plants, roots, and seeds prior to adding Animal Management Guide (March 2003) is recommended to control invasive spread prior to installing plantings. Nii. III PLANTING SPECIFICATIONS: topsoils. Till the sub-grade in these areas to a depth of at least 4" and add at least 12" of clean Invasive species control to be conducted as needed based upon the site inspections. Invasive species include: Ul au compost-amended topsoil. The compost amended topsoil shall have the following characteristics to ensure a Himalayan and evergreen blackberry (Rubus discolor and R. laciniatus), reed canarygrass (Phalaris arundinacea), ill HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated with Round-up in strict accordance with the good growing medium: teasel (Dipsacus fullonum), Canada and bull thistle (Cirsium arvense and C. vulgare), Scotch broom (Cytisus U di E of (v manufacturer's instructions. A) Texture - material passes through 1" screen scoparius), purple loosestrife (Lythrum salicaria), Japanese knotweed (Polygonium cuspidatum), morning glory J 9 (NI B) Fertility - 35% organic matter (Convolvulus species, giant hogweed (Heracleum mantegazzianum), English ivy (Hedera helix), nightshade (Solanum n [a r SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8". Remove all stones (over 1X" size), sticks, mortar, large clumps of vegetation, In the event of flood plain grading, over-excavate the sub grade to ensure 12" of topsoil can be applied without species), and clematis (Clematis ligusticifolia and C. vitalba. 11L. J 0 1) 6] roots, debris, or extraneous matter turned up in working. Soil shall be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or impacting surface water elevations. r /� 5 minus .10 of required grades. v ' ID m n z SOIL PREPARATION: Water Quality Facility area shall be over-excavated and filled to final grade with 12" of --� O In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. amended topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer amendments. QQ 0, d PLANTING HOLE: Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root ball or root system width. Loosen soil NOT apply fertilizer to the Water Quality Facility. a (� inside bottom of plant hole. Dispose of any "subsoil" or debris from excavation. Check drainage of planting hole with water, and adjust any area showing TIMING: Plantings should be installed between February 1 and May 1 or between October 1 and November 15. 1 w 4 i drainage problems. Bare root stock shall be installed only from December 15 through April 15. When plantings must be installed SOIL MIX: Prepare soil mix in each planting hole by mixing: outside these times, additional measures may be needed to assure survival. is- (f) U 2 part native topsoil (no subsoil) a v ' W : HI O 1 part compost (as approved) EROSION CONTROL Grading, soil preparation, and seeding shall be performed during optimal weather conditions and at low flow levels to minimize sediment impacts. Site disturbance shall be minimized and desirable J H Z in vegetation retained, where possible. Slopes shall be graded to support the establishment of vegetation. Where Q Thoroughly mix in planting hole and add fertilizers at the following rates: t Small shrubs - 1/8 Ib./ plant seeding is used for erosion control, an appropriate native grass, Regreen (or its equivalent), or sterile wheat n II--- 1 a Shrubs - 1/3 to 1/2 lb./ plant shall be used to stabilize slopes until permanent vegetation is established. Biodegradable fabrics (coir, coconut or • it Q Trees - 1/3 to 1 Ib./ plant approved jute matting (minimum 1/4" square holes) may be used to stabilize slopes and channels. Fabrics such TOP OF BARK TO BE AT 1 '�1 ' 11 0 as burlap may be used to secure plant plugs in place and to discourage floating upon inundation. No plastic CROWN OF ROOTBALL . ; 1_J-1 .q o FERTIUZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50% slow releasing nitrogen. DO NOT apply mesh that can entangle wildlife is permitted. Consult CWS Chapter 6 - Erosion Prevention and Sediment Control HOSE: REINFORCED e■ fertilizer to Water Quality Swale. for additional information. RUBBER OR GRO- A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the swale cross section, STRAIGHT TREE TIES O PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants and structures. Place 6" minimum, lightly fabric shall be held in place in accordance with the manufacturer's installation requirements. Use high density 2" L MOUND FOR compacted layer of prepared planting soil under root system. Loosen and remove twine binding and burlap from top 1/2 of root balls. Cut off cleanly all WATER BASIN 0 r jute matting in the treatment area (Geojute Plus or approved equal). In all other areas use low density jute 1 GUY WIRE: 10 GA. broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to eliminate voids. matting (Econojute or approved equal). Landscaping shall include finished grades and even distribution of topsoil 2'x 2" DOUG FIR 0 t�� DBL. STRAND, TWISTED, (4— When approximately 2/3 full, water thoroughly, then allow water to soak away. Place remaining backfill and dish surface around plant to hold water. Final to meet planting requirements. Grades and slopes shall be as indicated on civil plans. Finish grading shall STAKES. 3 STAKES 9• GALVANIZED. y g p EQUALLY SPACED grade should keep root ball slightly above surrounding grade, not to exceed 1". Water again until no more water is absorbed. Initial watering by irrigation remove all depressions or low areas to provide positive drainage throughout the area. �'ilv. �, system is not allowed. " AROUND TREE l%v 4 2 1/2" BARK MULCH STAKING OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall be of Douglas Fir, clear and sturdy. _ -� FINISH GRADE � " REMOVE BURLAP � �� `ter •��� Stake to be minimum 2/3 the height of the tree, not to exceed 8'-0". Drive stake firmly 1 -6 below the planting hole. Tree ties for deciduous trees - - L j/11 BACKFILL SOIL MIXTURE shall be "Chainlock" (or better). For Evergreen trees use "Gro-Strait" Tree Ties (or a reinforced rubber hose and guy wires) with guy wires of a minimum -ll II— II' WITH FERTILIZER II iii—Iiii 2 strand twisted 12 ga. wire. EXISTING SUBGRADE Revisions 2 to 2 1/2 ROOTBALL MULCHING OF PLANTINGS: Mulch planting areas with dark, aged, medium grind fir or hemlock bark (aged at least 6 months) to a depth of 2" in ground cover areas and 2)z" in shrub beds. Apply evenly, not higher than grade of plant as it came from the nursery, and rake to a smooth finish. Water thoroughly, then hose down planting area with fine spray to wash leaves of plants. 1`���� i GENERAL MAINTENANCE: Protect and maintain work described in these specifications against all defects of materials and workmanship, through final Vir, 0 EVERGREEN TREE STAKING DETAIL acceptance. Replace plants not in normal healthy condition at the end of this period. Water, weed, cultivate, mulch, reset plants to proper grade or � � NOT TO SCALE upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to avoid drying out of plant materials, and w E =�`Y �•�. CHAINLOCK TREE TIES to promote healthy growth. w `'� �- (OR AS APPROVED) CLEAN-UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or ,� 2" x 2" D.F. STAKES other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the project shall be kept clean, p orderly and complete. CROWN OF ROOTBALL TO BE I 2" ABOVE FINISHED GRADE ��`/��/ r 2" MOUND FOR WATER BASIN -,������j FINISH GRADE N 11106....-r_ F ��� .����� v ,����`����\ ����_r� 2 1/2" BARK MULCH �� 7111i=-111 , 2 1/2" BARK MULCH = - �. r j1 I— FINISH GRADE _i-nom �� n t 1-6"MIN.—� - 11— —� BACKFILL SOIL MIXTURE -II ►♦`i. � 1�J1� ••1. BACKFILL SOIL MIXTURE Drawn By checked By -1 III—III—" ' _ WITH FERTILIZER -II 1i-- 1fi' I' WITH FERTILIZER KD 71-0 I 2 to 2 1/2 X ROOTBALL EXISTING SUBGRADE Project Number 2 X ROOTBALL EXISTING SUBGRADE 12-982 Issue Date 02-22-13 0 DECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL Drawing Flb Name NOT TO SCALE NOT TO SCALE Sheet Number 2 o 0 20F2